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HomeMy WebLinkAbout200 Big Spring Ter 15-1589 (new sfh) (a)GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C, RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESSES ' ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" LOT 53 THORNBROOKE 40 s OCCUPANCY AND CONSTRUCTION TYPE: TNI5 UNIT HAS AN R3 OCCUPANCY AND 5UILDING TYPE V-5 CLASSIFICATION, CEILING CONSTRUCTION: "?9nn Fl FVATTnN " THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES 5ENEAT44 HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS A50VE BY NOT LE65 THAN 5/8 INCH (15.9 mm) o TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION WF.qTMTN.qTFPT N T 55 THAN U2 INCH 1121 )GYPSUM BOARD OR EQUIVALENT SHALL AL50 BE PROTEC ED 5Y 0 LE mm EXTERIOR FIN15HE5: ' JOB NUMBER 25002,109 • THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 20110 F.B.C. RESIDENTIAL CODE 8103.6.1 AND A5TM 0926, INSTALLATION OF CAD FILE NAME LOT 53 TB EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2 AND A5TM C 1063. PROVIDE BONA ISSUED 04-02-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103.63GARAGE RIGHT .,�oet� rI iI o Nett, STUCCO CONTROL JOINTS: 'r,. STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALL$ TO DELINEATE AREAS NOT MORE THAN 144 5.F. :�\y�` ••••••®• �� AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN®y' > • •• q EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. 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 AS . ._.,.acz •2 TAYLOR M ORRI SON CONTROL JOINTS. iluli EGRE55:• cl- EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW • ` "V • '� a MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" A50VE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. Ills !jm FLA5HING:.�:: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR ;% THORN1 �( d DIRECTION, AND AROUND ROOF OPENINGS. BROOKE 4O S 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE +� F WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE COMMUNITY SPECIFIC EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE5I5TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R1032). STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW IN5TALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION S COV GENERAL NOTES, SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS DESIGN B BEWEW OVP MONO FOOTING, KNEE WALL AT STAIRS, ALUMINUM OVER 04-02-15 CREATED LOT SPECIFIC PLAN FOR LOT 53 IN / INDEX / SPECIFICATIONS DWELLING /GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE 150 STATE STREET EAST 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 150 AMP THORNBROOKE 405 ELEVATION C GARAGE i —SLAB INTERFACE PLAN OLDSNIAR,FLOR>DA 34677 1 15.C,) OR HONEYCOMB CORE STEEL DOOR5 NOT LESS THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. SERVICE/PANEL BOX, RECESSED CAN LIGHTING AT RIGHT W/ PLAN OPTIONS INCLUDING: INTERIOR 813.925.1300 TF -L KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-S DOORS OUTLET NON WET AREA, (8) CEILING FAN 81WWDA - 1800 FAX �� 2A1 MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS:: �A D THROUGHOUT, PAINTED KNEE WALLS, 3m UPPER5 AT PREWIRES, ABOVE/UNDER CABINET LIGHTING PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. KITCHEN, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, KITCHEN ONLY, 5ECOND 51NK BATH 2, _ Esr.1�4 AND ACRYLIC AT LANAI. CALIFORNIA COUNTER TOP, SECOND 51NK AT 2 A2 MAIN FLOOR PLAN DIMENSIONS 45PHALT 5HINGLE5 (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052b.1. MASTER BATH, TRAY CEILING AT MASTER - UPPER. I 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 B V P P E R. F L00 R PLAN NOTES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT �■. SUITE, SITTING ROOM AT MASTER SUITE, R ER L POCKET 5LIDING GLA55 DOOR AT DINING, S COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FT. INTERIOR DOORS AT MAIN FLOOR, FLOOD 2B2 UPPER. FLOOR PLAN DIMENSIONS C ) CHIMNEY HEIGHT REQUIREMENTS: , LIGHT5 WITH FIXTURES COMPLETE, (IPS) WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE NIGHER POINT WHERE IT 2C INTERIOR. ELEVATIONS, STAIR SECTION:, DETAILS � �- ,� RECESSED CAN LIGHTS, VENT HOOD OUTSIDE EXTEND5.;T,HROJGH THE ROOF AND MUST BE 2,4` NIGHER THAN THE ROOF OR RIDGE THAT 15 0 AWAY OR CLOSER, AND LAUNDRY TUB PRE -PLUMB. , - 3C1 - FRONT ELEVATION Till TUB AND SHOWER AREA5: W CEMENT, 1`15ER-GEMENT, OR GLA55 MAT eyP6UM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, CI325, OR CII16 AND INSTALLED 3C2 - SIDE AND REAR ELEVATIONS IN'AGCORDANGE WITH MANUFACTURER RECOMMENDATIONS' SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN / ROOF PLAN SHOWER AREAS. 30.4 - BUILD;NG SECTIONS FLASHING DETAILS TERMITE PROTECTION: I. PENETRATION, PROTECTIVE 5LEEVE6,4ROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING 0 4A- MAIN FLOOR ELECTRICAL PLAN MATERIALS, IF $OIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG ANON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 5NALL BE APPLIED INSIDE THE SLEEVE. 0 V 4B - I 'PPE , FLOOR E LEC 1T RICAL PLAN 2. PROTECTION AGAINST' DECAY AND TERMITES. - CONDENSATE LINES; IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF z DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 512EWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL SUILDING5 WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END F:AKE5 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 TNI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT RECORD COPY CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR - REPLACE[). 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 51DE 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 0 rylo 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 5Y5TEM5 5NALL BE RA16ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO 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 0 BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN REVIEWED FOR CODE COMPLIANCE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. PLANS MI ER EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE DATE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST 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 IN51DE THE BUILDING. DI DIVISION3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR Ln SANE BUIL NG ROOF TERMINATION. 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 (1524 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A WITH THE WORK AND NOT AS mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE ?RAN5ITION DUCT. PROCEED LICENSE TO AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXCEPTION WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION F� >= CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS CONSTRUCTION OR VIOLATIONS OF THIS CODE "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATE[) 5005TER FAN." 0 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH ' AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: COMPANION TEST" ISSUANCE OF PLANS FROM TNI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE8PON5I13ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, - REQUIRED AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D16GREPANCY OF ERROR IN NOTES, • Results to be Verified DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION at Flab Inspection BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS L 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. 00 REV. 01-23-2015 (TMH) • TITLE • r�.1al=aR COVER SHEET GENERAL NOTES ' psi • SHEET • • x U too 0 -1 h� N 2j W 04 co U. • 00 ro= 00W 3�Es SHALL AL50 BE PROTEC ED 5Y 0 LE mm EXTERIOR FIN15HE5: ' JOB NUMBER 25002,109 • THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 20110 F.B.C. RESIDENTIAL CODE 8103.6.1 AND A5TM 0926, INSTALLATION OF CAD FILE NAME LOT 53 TB EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2 AND A5TM C 1063. PROVIDE BONA ISSUED 04-02-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103.63GARAGE RIGHT .,�oet� rI iI o Nett, STUCCO CONTROL JOINTS: 'r,. STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALL$ TO DELINEATE AREAS NOT MORE THAN 144 5.F. :�\y�` ••••••®• �� AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN®y' > • •• q EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. 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 AS . ._.,.acz •2 TAYLOR M ORRI SON CONTROL JOINTS. iluli EGRE55:• cl- EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW • ` "V • '� a MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" A50VE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. Ills !jm FLA5HING:.�:: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR ;% THORN1 �( d DIRECTION, AND AROUND ROOF OPENINGS. BROOKE 4O S 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE +� F WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE COMMUNITY SPECIFIC EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE5I5TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R1032). STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW IN5TALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION S COV GENERAL NOTES, SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS DESIGN B BEWEW OVP MONO FOOTING, KNEE WALL AT STAIRS, ALUMINUM OVER 04-02-15 CREATED LOT SPECIFIC PLAN FOR LOT 53 IN / INDEX / SPECIFICATIONS DWELLING /GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE 150 STATE STREET EAST 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 150 AMP THORNBROOKE 405 ELEVATION C GARAGE i —SLAB INTERFACE PLAN OLDSNIAR,FLOR>DA 34677 1 15.C,) OR HONEYCOMB CORE STEEL DOOR5 NOT LESS THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. SERVICE/PANEL BOX, RECESSED CAN LIGHTING AT RIGHT W/ PLAN OPTIONS INCLUDING: INTERIOR 813.925.1300 TF -L KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-S DOORS OUTLET NON WET AREA, (8) CEILING FAN 81WWDA - 1800 FAX �� 2A1 MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS:: �A D THROUGHOUT, PAINTED KNEE WALLS, 3m UPPER5 AT PREWIRES, ABOVE/UNDER CABINET LIGHTING PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. KITCHEN, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, KITCHEN ONLY, 5ECOND 51NK BATH 2, _ Esr.1�4 AND ACRYLIC AT LANAI. CALIFORNIA COUNTER TOP, SECOND 51NK AT 2 A2 MAIN FLOOR PLAN DIMENSIONS 45PHALT 5HINGLE5 (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052b.1. MASTER BATH, TRAY CEILING AT MASTER - UPPER. I 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 B V P P E R. F L00 R PLAN NOTES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT �■. SUITE, SITTING ROOM AT MASTER SUITE, R ER L POCKET 5LIDING GLA55 DOOR AT DINING, S COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FT. INTERIOR DOORS AT MAIN FLOOR, FLOOD 2B2 UPPER. FLOOR PLAN DIMENSIONS C ) CHIMNEY HEIGHT REQUIREMENTS: , LIGHT5 WITH FIXTURES COMPLETE, (IPS) WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE NIGHER POINT WHERE IT 2C INTERIOR. ELEVATIONS, STAIR SECTION:, DETAILS � �- ,� RECESSED CAN LIGHTS, VENT HOOD OUTSIDE EXTEND5.;T,HROJGH THE ROOF AND MUST BE 2,4` NIGHER THAN THE ROOF OR RIDGE THAT 15 0 AWAY OR CLOSER, AND LAUNDRY TUB PRE -PLUMB. , - 3C1 - FRONT ELEVATION Till TUB AND SHOWER AREA5: W CEMENT, 1`15ER-GEMENT, OR GLA55 MAT eyP6UM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, CI325, OR CII16 AND INSTALLED 3C2 - SIDE AND REAR ELEVATIONS IN'AGCORDANGE WITH MANUFACTURER RECOMMENDATIONS' SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN / ROOF PLAN SHOWER AREAS. 30.4 - BUILD;NG SECTIONS FLASHING DETAILS TERMITE PROTECTION: I. PENETRATION, PROTECTIVE 5LEEVE6,4ROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING 0 4A- MAIN FLOOR ELECTRICAL PLAN MATERIALS, IF $OIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG ANON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 5NALL BE APPLIED INSIDE THE SLEEVE. 0 V 4B - I 'PPE , FLOOR E LEC 1T RICAL PLAN 2. PROTECTION AGAINST' DECAY AND TERMITES. - CONDENSATE LINES; IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF z DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 512EWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL SUILDING5 WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END F:AKE5 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 TNI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT RECORD COPY CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR - REPLACE[). 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 51DE 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 0 rylo 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 5Y5TEM5 5NALL BE RA16ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO 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 0 BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN REVIEWED FOR CODE COMPLIANCE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. PLANS MI ER EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE DATE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST 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 IN51DE THE BUILDING. DI DIVISION3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR Ln SANE BUIL NG ROOF TERMINATION. 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 (1524 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A WITH THE WORK AND NOT AS mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE ?RAN5ITION DUCT. PROCEED LICENSE TO AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXCEPTION WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION F� >= CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS CONSTRUCTION OR VIOLATIONS OF THIS CODE "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATE[) 5005TER FAN." 0 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH ' AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: COMPANION TEST" ISSUANCE OF PLANS FROM TNI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE8PON5I13ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, - REQUIRED AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D16GREPANCY OF ERROR IN NOTES, • Results to be Verified DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION at Flab Inspection BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS L 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. 00 REV. 01-23-2015 (TMH) • TITLE • r�.1al=aR COVER SHEET GENERAL NOTES ' psi • SHEET • 15'-011. 15'-0" I II 1 II I.4 13 8 C U 60 0 NdoI N 0N�ri L —>'�JM V � 00 �2 oC°o 1 3�E U. d) r 0 m o z�20 I I Ii � II I II I3 -0 x3 -0 A/CI 2 0 IPAD (5EE MECI�. CONTRACTOR IFOR LOC) © L — J NB. `r VERIFY LOCATION Ji OF A.H. 3/4" P.Y.G. 411 P.Y.C, G.C. VERIFY ACRYLIC CONDEN5ATION DRAIN 5Y ON LANAI � u, PLUMBER o � cA ELEVATION 4" 41 "I SI -211 (-)0'- /. - 2'-4" V 4 ICJ 8'-3" 2'-5" 4'-4" Go RECE55 FOR POCKET SLIDER co c RW. SINK W/ D15P: REFERENCE _ PROVIDE CONDUIT OL ELEVATION, IN 5LA5 FOR l+)0'-0" 15LAND ELECTRIC PROVIDE WATER LINE FOR ICE MAKER A.N. LINES I rOPT FROM UPPER I REF. _ FLOOR i = _ T ^ —_ 4" P.V.C. _ II PAp I I F- ---I IIa v I w I Iv I�� IIS L� J PRE -PLUMB ELEVATION i L.T. 0'-411 i 50 COAL. W.H. Q � 4'-911 i i PAVERS i i i i i i F-1 :J. C------------------------- i i i i ------------------------- G.J. i i i AA i 3C3 QII 20'-a" QII ELEVATION ui e PAVER DRIVE / LEADWALK 3'-0" 16' 011 3 011 81-011 /UU K/ 221 -/All IIL. IIS « JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED CO J;z V ® GO C uj a I DAVIS BEWS, DESIGN GROVP 150 STATE STREET EAST OLDM4W FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCOM TAMPA « DENVER.. EST. 1994 V / 0 0 W z 0z M0 Lr) >= 0 J 2200 W 611 RTW SLAB INTERFACE PLAN 5CALE: 1/4" = 1411 GARAGE RIGHT • SHEET • X ro w C U 60 0 NdoI N 0N�ri L —>'�JM V � 00 �2 oC°o 1 3�E U. d) r 0 m o z�20 IIL. IIS « JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED CO J;z V ® GO C uj a I DAVIS BEWS, DESIGN GROVP 150 STATE STREET EAST OLDM4W FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCOM TAMPA « DENVER.. EST. 1994 V / 0 0 W z 0z M0 Lr) >= 0 J 2200 W 611 RTW SLAB INTERFACE PLAN 5CALE: 1/4" = 1411 GARAGE RIGHT • SHEET • 134"6-0" A/CI TOil IPAD (5EE MEGI�. 9' 4" CONTRACTOR IF LOC.) T.O.M. 25 5H. 25 5H, HD. AT 8'-0" � — _ — HD. AT 84" + H.B. LINA OF 5KGONp FLOOR ABV. LO.M. PAVER DRIVE / LEADWALK 9141 AFF. - HANSEN B0X -DIRECT DRYER VENT LIVING TYPICAL MASONRY 15'-0"x15-2" WINDOW SCHEDULE C U To WINDOW WIDTHS 0CMN/ 2011 211 3111 5311 >u WINDOW CALL -OUTS Z L. JM o� U 2611 12 5H 1/2 32 5H 22 5H 32 5H Lu 0 aS 00 �n 0 _ 3911 9 13 5H 1/2 33 5H 23 5H 33 5H FLAT HEADER J Ar 1'4" AFF. 0 51" 14 5H 1/2 34 5H 24 5H 34 SH — — — — — r.o.M. 91-41I TDM, AFF. 9'-411 1'-4" x 11-411 AFF. Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H F --I z LINE OF DRY5rAGK LEDGE5TONE 12" 3: 16 5H 1/2 36 5H 26 5H 36 5H C.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, Ln w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNCH -5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) LINA OF 5KGONp FLOOR ABV. LO.M. PAVER DRIVE / LEADWALK 9141 AFF. - HANSEN B0X -DIRECT DRYER VENT LIVING 15'-0"x15-2" 2 STORY CLG. C U To 0CMN/ N �N >u "th L. JM o� L. L. • >u Q 0 aS 00 �n 0 ENTRY � 1 9'-4" PLT. HT. FLAT HEADER 1 Ar 1'4" AFF. LINE OF DRYSTACK LEDGESrONE — — — — — r.o.M. 91-41I TDM, AFF. 9'-411 1'-4" x 11-411 AFF. C.M.U. COL. REINFORCED W/ (3) 05 BARS AA 3C3 "r,a,: <n a LINE OF DRY5rAGK LEDGE5TONE LINA OF 5KGONp FLOOR ABV. LO.M. PAVER DRIVE / LEADWALK 9141 AFF. - HANSEN B0X -DIRECT DRYER VENT • JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TI3 ISSUED 04-02-15 1111140 DAVIS BEWS 1 - DESIGN GROUP 150 STATE STRtEET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER EST. 1994 • vi an C) Nt 1�. 0 O :E� v Q LLI rylo Lr) o� CN o M ll0" H5, REFER TO SHEET 2A2 FOR MAIN FLOOR HATCHING LEGEND LAN tiPLAN W/ DIMEN510N5FiO INSULATE WALL �r � • • MAIN FLOOR PLAN NOTES GARAGE �RIGH1 2200 , TITLE • MAIN FLOOR PLAN NOTES • SHEET • x ro w C U To 0CMN/ N �N "th L. JM o� L. L. • 0 aS 00 �n 0 1. o�Co ro0, 3�EI N o._ - 0r. o 40 ZZ20 • JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TI3 ISSUED 04-02-15 1111140 DAVIS BEWS 1 - DESIGN GROUP 150 STATE STRtEET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER EST. 1994 • vi an C) Nt 1�. 0 O :E� v Q LLI rylo Lr) o� CN o M ll0" H5, REFER TO SHEET 2A2 FOR MAIN FLOOR HATCHING LEGEND LAN tiPLAN W/ DIMEN510N5FiO INSULATE WALL �r � • • MAIN FLOOR PLAN NOTES GARAGE �RIGH1 2200 , TITLE • MAIN FLOOR PLAN NOTES • SHEET • REFER TO SHEET 241 FOR MAIN FLOOR PLAN W1 NOTES ISSUED 04-02-15 15'-011 15'-011 REVISED C 0�o a 0 J 12'-411 11.411 N' N 0N�M d ,= I L ---J I Lu >_; JM `L. ��. 00 = n 0 CN �,..J �mV ss m. • LANAI ELL L �}IN � N ro ti Zv FAMILY ROOM 2'-4" 8'-211 M.O. 4141' «� W 7rl 111 811 III' 11-1111 11" 1 e DINING I 1 1 I/\ OO -11 � 11 11 — -- -- ---- - o KITCHEN.. \ C — —_ :3 111 -III 1111 121 1(/11 LIVING I PwDR. 1- 1: I I —Ej 15'-811 QII 6'-811 11-0" -I I co O e 1 ENTRY GARAGE I u, 11.1011 4'-611 M.O. I' -S" 221-011 d- n, N ------------------- � 1 J, JK 31-011 ! IU 1.011 SII 31-011 16'-01' M.O. $1.0111 22'-01' 31V'-011 REFER TO SHEET 241 FOR MAIN FLOOR PLAN W1 NOTES • JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04-02-15 x ro w REVISED C 0�o a 0 J N' N 0N�M d ,= Lu >_; JM `L. ��. 00 = n 0 CN �,..J �mV ss m. • ELL L �}IN � N ro ti Zv • JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OU)WM , FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 O W 0 0 ne z m 0 z ne 0 1--1 J 2200 ISSUED 04-02-15 REVISED CN �,..J �mV ss m. • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OU)WM , FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 O W 0 0 ne z m 0 z ne 0 1--1 J 2200 V 3 - 3050 5H. HD. AT T-2" * EGRES5 I I I � � MASTER SUITE 14'-4"x13'-0„ 8'-8' TRAY CLG. I �I� 3050 TEMP. 5H. HD. AT T-2" ARCH FROM 6'-8" TO T-4" BB Qr — R/5 — 2-6x6-8 \ �\ U 3C3 2-8x6-8 PKT. LuI .c. a l CLG. I a GA ENTUB _ QL a TUB DECK e a F — — — I SEE SHEET 2G O ci 36"x22" ATTIC } w I I ACCE55 I SITTING FOR Ai I3/5HWR o ---J 10'-10"x10-2 s, L----- 8-0' FLAT CLG. ? `�' TEMP. GL, ON R/S X n 42" H. LOW WALL W/ MARBLE CAP a/cPROVIDE tic')M. BATH HEAD Is" N. MOWER r.D wr Nrx,�S µ CHA5E PAN AND DRAIN 8'.01�1 SEAT UNDER A.H.U. d)cLG. TILE X 2-86-4 �! 8' 0 SHOWER a a > CLG. n ca TYPICAL WOOD FRAME •c x ro WINDOW SCHEDULE to C U 00 A/N WINDOW WIDTHS TURN 5TUD5 Im 20" 24" 36" 48" F_ H. LOW WALL WINDOW CALL -OUTS 6 °ALL = O ro aD O Tti � J V � 20" 1,515 F.G. 2018 F.G. 3018 F.G. 40181°.0. W S Oy�n a•+ ZG2v = 24" 1,520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J � 0 36" LOW WALL 1,530 5y 2030 5H 3030 5H 4030 5N 4� Z 45" 0 1540 5H 2040 5N 3040 5N 4040 5N Z CLG r — 60" s 1850 5N 2050 5N 3050 5H 4050 5H 1211 1,560 5N 2060 5N 3060 5N 4060 5N s G.G. VERIFY MASONRY OPENING5 FOR ALL WINDOW5, tLu o WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER O MANUFACTURE 5PECIFICATION5. z 0 REFER TO FLOOR PLANS FOR 6TYLE OF WINDOW U5ED (51NGLE HUNG -5N, CA5EMENT- G5MT, OR FIXED GLA55- F.G.) V 3 - 3050 5H. HD. AT T-2" * EGRES5 I I I � � MASTER SUITE 14'-4"x13'-0„ 8'-8' TRAY CLG. I �I� 3050 TEMP. 5H. HD. AT T-2" ARCH FROM 6'-8" TO T-4" BB Qr — R/5 — 2-6x6-8 \ �\ U 3C3 2-8x6-8 PKT. LuI .c. a l CLG. I a GA ENTUB _ QL a TUB DECK e a F — — — I SEE SHEET 2G O ci 36"x22" ATTIC } w I I ACCE55 I SITTING FOR Ai I3/5HWR o ---J 10'-10"x10-2 s, L----- 8-0' FLAT CLG. ? `�' TEMP. GL, ON R/S X n 42" H. LOW WALL W/ MARBLE CAP a/cPROVIDE tic')M. BATH HEAD Is" N. MOWER r.D wr Nrx,�S µ CHA5E PAN AND DRAIN 8'.01�1 SEAT UNDER A.H.U. d)cLG. TILE X 2-86-4 �! 8' 0 SHOWER a a > CLG. (z) 1'-8" x 2' s" F.C. BATH 2 HD, AT 6'-0" 8'-0" CLG. on ABV. SEcoNp FF. 0 BEDROOM 2 1 12'-0"x10'-0., 8'-0" FLAT CLG. CPT. TILE 2-6x6-8 -' CLEAR OPENING HEIGHTS I C. IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE I 2x - R/S �+ ----- WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE I FRAME � ;- � 68 8'-0" FINI5HED GRADE OR SURFACE BELOW, THE LOWE5T PART I WALL ,L a � CLG. d OF THE CLEAR OPENING OF THE WINDOW 5HALL BEA MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE N 4-0x6 8 BFD ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE I 6ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE tib° FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 5-Cx6-8 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, AA BFD WHERE PROVIDED, 5HALL COMPLY WITH THE 3C3 REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 8612.3 BEDROOM 4 BEDROOM 3 1o'-o"x11'-10° 11'-0"x10'-4" 8'-0 FLAT CLG. 8'-0" FLAT CLG. 3050 5H. HD. AT T-2" * EGRE55 2 - 3050 5H, REFER TO 5HEET HD. AT T-2" 25 FOR FLOOR PLAN * EGRE55 W/ DIMEN51ON5 — — — — — — — — — — — — - -1 ,1, ��\LCA INC a kip,1 `a 5~56 UPPER FLOOR PLAN NOTES SCALE: 1/4" , 14 11 GARAGE RIGHT n ca •c x ro W/ R/AN BELOW to C U 00 A/N TURN 5TUD5 � J42" /oPEN TO H. LOW WALL ?J; 6 °ALL = O ro aD O Tti � J V � 0t c0 u.t_o, LE. i BELOW Oy�n a•+ ZG2v 36 W. LOW WALL 4� LANDING N CLG r — DOWN e a LANDING eQ ca =5HOWER R/5 _ — — 5-0x6-8 �; X BFD (z) 1'-8" x 2' s" F.C. BATH 2 HD, AT 6'-0" 8'-0" CLG. on ABV. SEcoNp FF. 0 BEDROOM 2 1 12'-0"x10'-0., 8'-0" FLAT CLG. CPT. TILE 2-6x6-8 -' CLEAR OPENING HEIGHTS I C. IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE I 2x - R/S �+ ----- WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE I FRAME � ;- � 68 8'-0" FINI5HED GRADE OR SURFACE BELOW, THE LOWE5T PART I WALL ,L a � CLG. d OF THE CLEAR OPENING OF THE WINDOW 5HALL BEA MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE N 4-0x6 8 BFD ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE I 6ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE tib° FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 5-Cx6-8 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, AA BFD WHERE PROVIDED, 5HALL COMPLY WITH THE 3C3 REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 8612.3 BEDROOM 4 BEDROOM 3 1o'-o"x11'-10° 11'-0"x10'-4" 8'-0 FLAT CLG. 8'-0" FLAT CLG. 3050 5H. HD. AT T-2" * EGRE55 2 - 3050 5H, REFER TO 5HEET HD. AT T-2" 25 FOR FLOOR PLAN * EGRE55 W/ DIMEN51ON5 — — — — — — — — — — — — - -1 ,1, ��\LCA INC a kip,1 `a 5~56 UPPER FLOOR PLAN NOTES SCALE: 1/4" , 14 11 GARAGE RIGHT " JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04-02-15 VISED vi " v •"." ,• ru " N d z a i� sr DAVIS BEWS` DESIGN GKOVP 150 STATE STREET EAST OLDSMAP, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA " E7ENVER- �� EST. 1994�- r/ C) 0 0 0 V) G� z rn Lr)I 2200 •c x ro to C U 00 J 0 00`.' co ?J; 6 °ALL = O ro aD O Tti � J V � 0t c0 u.t_o, LE. i L N Oy�n a•+ ZG2v " JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04-02-15 VISED vi " v •"." ,• ru " N d z a i� sr DAVIS BEWS` DESIGN GKOVP 150 STATE STREET EAST OLDSMAP, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA " E7ENVER- �� EST. 1994�- r/ C) 0 0 0 V) G� z rn Lr)I 2200 JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED �4 It T r ' h "` • �1 ®" N G0 . ® Z CLf DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • E> N MR. -_� EST. 1994 F am = Wall O ui 0 i� 0 0 WV) 0 o Lr) 1--1 I 1 M J zzu_u_ �VtLD/N�� SANFORD 4 RI UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT x ro C �— — — — — — — — — — — — — — ._ .,_. — _ 00 N M MASTER SUI T r(Typl'l) I =JM ` ` ) LL 00 ro° 0 am- EoWCo 6 IL = I� � �}YN p m 6 (�n ZrLef 8u \ II Fr= N \ `N 6'-2" 4' 8" 2'b" 3' -UD" 3'-8" sn Lu cz SITTING o C) �z� I L_ N J � v M. BATH a �n v v n, v dr C, v Lu -8"Lv -m 12'4" oe :z 6'-8" f e Y ls, r BATH 2 (D BEDROOM 2 i I � 01 ' NOTE; ALL INTERIOR ANGLED MALLS — — OJ ARE AT 45° (UN.IL BEDROOM 4 BEDROOM 3 N .-� _ - - --- - - 8'-m" JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED �4 It T r ' h "` • �1 ®" N G0 . ® Z CLf DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • E> N MR. -_� EST. 1994 F am = Wall O ui 0 i� 0 0 WV) 0 o Lr) 1--1 I 1 M J zzu_u_ �VtLD/N�� SANFORD 4 RI UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT x ro C U r0 00 N M y =JM ` ` ) LL 00 ro° 0 am- EoWCo 6 IL = � �}YN p m 6 (�n ZrLef JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED �4 It T r ' h "` • �1 ®" N G0 . ® Z CLf DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • E> N MR. -_� EST. 1994 F am = Wall O ui 0 i� 0 0 WV) 0 o Lr) 1--1 I 1 M J zzu_u_ �VtLD/N�� SANFORD 4 RI UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT DINING e KITCHEN TO �— m uiNiNu «, «� KITCHEN DINING IVING DINING ROOM COL.DINING ROOM COL. DLNIIVG ROOM COLLi ASCALE: 1/4": V-0 SCALE: 1/4" - I'-0"' C SCALE: 1/4": I'-0" OPT, SHIM AS AIR SWITCH LEQ'D FOR p15P. I„ CASING 2x STUDS (PER UNDER-5TAIR PROTECTION %� BASE CABINET PLAN) CABINET 1/16" 0.5.B. ENCLOSED ACCESSIBLE SPACE UNpEIR STAIRS SHALL 3 TREADS AT BACKING HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITNY INCH GYPSUM LANDING I T 10.00" EACH 1/2" DRYWALL BOARD PER FB.C. 2010 RESIDENTIAL CODE 8302.7 42" H. LOW WALL CALI. TOP LANDING 12 TREADS AT 10.00" EACH BLOWN STAIR SECTIONIN51JLATION ATTIC ACCESS SCALE: 1/4" -1'-0° D ETAI L SCALE: 1/2111: I'-0" TEMP. GL. ON 42" N. LOW WALL W/ CORIAN CAP E � U CHAMFER CORNERS CEILING LINE v CROWN DRYWALL PAINTED SAND WRAPPED TRIM BD. CAP FINISH COLUMN W/ AND BASE ROUNDEq (SEE COL. ROUNDED CORNER CORNER SIDE VIEW BEAD BEAD DETAIL) 1" COLUMN BASE 61/2" 42" H. DRYWALL TRIM LOW WALL BELOW CHAMFER W/ ROUNDED TOP OF CORNERS CORNER BEAD OW WALL PLAN VIEW SIDE VIEW DINING ROOM COLUMN DETAIL— SCALE: N.T.S. TOP OF ENCL. SCALE: 1/2" = I'-0" TUB x 0 w 3/4" PLYWD. O BEAM DECKING TI FLOOR SYSTEM TILE 36" H. MIN, HEAD 10.00" CONTINUOUS CLEARANCE (TYP.) GRASPABLE N `, M RAILING (2) 2x8 CO LEDGERS (2) 2x8 h. --I" NOSING (TYP.) 0 O BEAMS (TYP.) OWNS (TYP,)a F IS _I ui >E s 0� o TRU55E5 '1 0 ,- o zr�� 7/16 O.S.B. BEYOND 2x TREADS AND - Ix RISERS (TYP.) 2-86-0 2x STRINGERS BFD LANDING 12 TREADS AT 10.00" EACH BLOWN STAIR SECTIONIN51JLATION ATTIC ACCESS SCALE: 1/4" -1'-0° D ETAI L SCALE: 1/2111: I'-0" TEMP. GL. ON 42" N. LOW WALL W/ CORIAN CAP E � U CHAMFER CORNERS CEILING LINE v CROWN DRYWALL PAINTED SAND WRAPPED TRIM BD. CAP FINISH COLUMN W/ AND BASE ROUNDEq (SEE COL. ROUNDED CORNER CORNER SIDE VIEW BEAD BEAD DETAIL) 1" COLUMN BASE 61/2" 42" H. DRYWALL TRIM LOW WALL BELOW CHAMFER W/ ROUNDED TOP OF CORNERS CORNER BEAD OW WALL PLAN VIEW SIDE VIEW DINING ROOM COLUMN DETAIL— SCALE: N.T.S. TOP OF ENCL. 6'-2" TEMPERED GLASS CORIAN ENCL. CAP I/2" TILE BACK - 6 ASH ACKSPLASH rI�E _ SHOWER GARDEN TUB x 0 w 0 O U 00 TI 0 TILE SHOWER 6'-2" TEMPERED GLASS CORIAN ENCL. CAP I/2" TILE BACK - 6 ASH ACKSPLASH rI�E _ SHOWER JOB NUMBER 25002.109 • CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED Ct CL V I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDRAW FLOIUDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER E0ST. C) i� 0 0 1 W (1) 0 TUB F, aims� GARDEN TILE ' TUB BEYOND FINISH FLOOR Ln 0 SECTION >= T1 �- TILE SHOWERITUB DETAIL 0 ou 2200 T5GALE: 1/4" - P_01 .FDD 58 9 INTERIOR ES STAIR ECTION D ETAILS SCALE: 1/4" - 11-011 GARAGE RIGHT • SHEET • x 0 w U 00 0 NN^ N `, M CO 0 O W� � �Jroo OWNS 8%c8 >E s 0� o '1 0 ,- o zr�� JOB NUMBER 25002.109 • CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED Ct CL V I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDRAW FLOIUDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER E0ST. C) i� 0 0 1 W (1) 0 TUB F, aims� GARDEN TILE ' TUB BEYOND FINISH FLOOR Ln 0 SECTION >= T1 �- TILE SHOWERITUB DETAIL 0 ou 2200 T5GALE: 1/4" - P_01 .FDD 58 9 INTERIOR ES STAIR ECTION D ETAILS SCALE: 1/4" - 11-011 GARAGE RIGHT • SHEET • z Lr) x N w « JOB NUMBER 25002.109 « � X W � 0 w z 3/4" zn THICK 67HNV f WN H u TEXTURED BANDING stucco FINISH 411 41L.,e DECORATIVE FIXED SHUTTER5 (TYPJ LSHINGLE SECOND FF. LINELi ROOF KEYSTONE (TYP) DECORATIVE 5ECOND FF. LINE _ (5EE DETAIL) BRACKET 2 (TYP) 2'-1° 10" 8.. ID `r' (5EE DETAIL) ITYPJ SHINGLE 4" c° TDM ROOF --- DECORATIVE IF DECORATIVE i Q :4 @ BRACKET 1 (TYP) TYP. CROSS-SECTION OF RAISED = BRACKET kYP) - cO (SEE DETAIL) (SEE DETAIL) O TEXTURED FINISH BANDING AND / FIN15H ED 6 6 S.. TEXTURED FINI5H OR SAND FINISH KEYSTONE FRONT VIEW SIDE VIEW SIDE VIEW FRONT VIEW FINISH ❑ ❑ ❑ ❑ ❑ ❑ 4" SANDING SCALE: 3" = 1'-0" DECORATIVE T �' «� (TYP.) DECORATIVE 4" BANDING ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2" BANDING (TYP.) (TYPJ BRACKET 1 DETAIL BRACKET 2 DETAIL KEYSTONE DETAIL .SCALE: 3/4 - 1'-0" SCALE: 3/4 : 14" SCALE: 3/4 = 14 MAIN FF. LINE MAIN F.F. LINE M ISON © GOF'YRIC-�Nt 2 DI4, tAYLOR ORR GRADE LINE TEMP. DRYSTACk GRADE LINE (A55UMED) 51DE LEDGE5TONE (A55UMED) LT. (TYPJ 0 z FRONT ELEVATION- 5CALE: 1/4" : 14' M0 Lr) x N w « JOB NUMBER 25002.109 « C0 �0 VISED ....... - 0 J �m DESIGN GROUP zn 150 STATE STREET EAST N 2N�M 813.925.1800 FAX W W W.DAVISBEWS.COM �� 20 , r >=Jm •«, ca �. Lo • m» an 00 c ~ � 1 pta EogC00 �= roc, � t;: cq 0. f0 L. o0 f+ z E 2 It �;t, DECORATIVE IF DECORATIVE i Q :4 @ BRACKET 1 (TYP) TYP. CROSS-SECTION OF RAISED = BRACKET kYP) - cO (SEE DETAIL) (SEE DETAIL) O TEXTURED FINISH BANDING AND / FIN15H ED 6 6 S.. TEXTURED FINI5H OR SAND FINISH KEYSTONE FRONT VIEW SIDE VIEW SIDE VIEW FRONT VIEW FINISH ❑ ❑ ❑ ❑ ❑ ❑ 4" SANDING SCALE: 3" = 1'-0" DECORATIVE T �' «� (TYP.) DECORATIVE 4" BANDING ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2" BANDING (TYP.) (TYPJ BRACKET 1 DETAIL BRACKET 2 DETAIL KEYSTONE DETAIL .SCALE: 3/4 - 1'-0" SCALE: 3/4 : 14" SCALE: 3/4 = 14 MAIN FF. LINE MAIN F.F. LINE M ISON © GOF'YRIC-�Nt 2 DI4, tAYLOR ORR GRADE LINE TEMP. DRYSTACk GRADE LINE (A55UMED) 51DE LEDGE5TONE (A55UMED) LT. (TYPJ 0 z FRONT ELEVATION- 5CALE: 1/4" : 14' M0 Lr) « JOB NUMBER 25002.109 « CAD FILE NAME LOT 53 T3 ISSUED 04-02-15 VISED ....... - DAVIS BEWS DESIGN GROUP zn 150 STATE STREET EAST Q A •«• , �,.� 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEP_ o.• •«, ca m» an pta �;t, DECORATIVE IF DECORATIVE i Q :4 @ BRACKET 1 (TYP) TYP. CROSS-SECTION OF RAISED = BRACKET kYP) - cO (SEE DETAIL) (SEE DETAIL) O TEXTURED FINISH BANDING AND / FIN15H ED 6 6 S.. TEXTURED FINI5H OR SAND FINISH KEYSTONE FRONT VIEW SIDE VIEW SIDE VIEW FRONT VIEW FINISH ❑ ❑ ❑ ❑ ❑ ❑ 4" SANDING SCALE: 3" = 1'-0" DECORATIVE T �' «� (TYP.) DECORATIVE 4" BANDING ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2" BANDING (TYP.) (TYPJ BRACKET 1 DETAIL BRACKET 2 DETAIL KEYSTONE DETAIL .SCALE: 3/4 - 1'-0" SCALE: 3/4 : 14" SCALE: 3/4 = 14 MAIN FF. LINE MAIN F.F. LINE M ISON © GOF'YRIC-�Nt 2 DI4, tAYLOR ORR GRADE LINE TEMP. DRYSTACk GRADE LINE (A55UMED) 51DE LEDGE5TONE (A55UMED) LT. (TYPJ 0 z FRONT ELEVATION- 5CALE: 1/4" : 14' M0 Lr) O DAVIS BEWS DESIGN GROUP zn 150 STATE STREET EAST OLDSMW FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEP_ t EST. 1994 � -� DECORATIVE IF DECORATIVE i Q :4 @ BRACKET 1 (TYP) TYP. CROSS-SECTION OF RAISED = BRACKET kYP) - cO (SEE DETAIL) (SEE DETAIL) O TEXTURED FINISH BANDING AND / FIN15H ED 6 6 S.. TEXTURED FINI5H OR SAND FINISH KEYSTONE FRONT VIEW SIDE VIEW SIDE VIEW FRONT VIEW FINISH ❑ ❑ ❑ ❑ ❑ ❑ 4" SANDING SCALE: 3" = 1'-0" DECORATIVE T �' «� (TYP.) DECORATIVE 4" BANDING ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2" BANDING (TYP.) (TYPJ BRACKET 1 DETAIL BRACKET 2 DETAIL KEYSTONE DETAIL .SCALE: 3/4 - 1'-0" SCALE: 3/4 : 14" SCALE: 3/4 = 14 MAIN FF. LINE MAIN F.F. LINE M ISON © GOF'YRIC-�Nt 2 DI4, tAYLOR ORR GRADE LINE TEMP. DRYSTACk GRADE LINE (A55UMED) 51DE LEDGE5TONE (A55UMED) LT. (TYPJ 0 z FRONT ELEVATION- 5CALE: 1/4" : 14' M0 • TITLE FRONT ELEVATION DETAILS 91 w • SHEET3C1 • Lr) O � zn • TITLE FRONT ELEVATION DETAILS 91 w • SHEET3C1 • G T T T T T REFER TO COVER 5HEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 412 AND UNDER * * * * * 126 Q6 �� LE LANAI ROOF HATCHING INDICATES OVERHANG ROOF VENT REQUIREMENTS RECE55 IN TRU55E5 FOR AT NIP PLT. NT.koo'o'p TRAY GLG. BELOW (TYP.) ATN _ T. HT: G.G. VERIFY THAT 36.00 5Q. IN. 4TUCCO OF VENTILATION THROUGH UPPER�__---------- ------- SrUGGO ------------- STU000 2/3 OF ROOF 15 ACQUIRED. i i «� FIN15H cO FIN15H ITYP.) �- FG. 7 F * FINISH VERIFY QUANTITY OF ROOF VENTS i -� �_ /� i ti �e i i / 30 5 CON F.F. LINE 12 _ REQUIRED, PER MANUFACTURERS SECOND FF. LINE _ E p _ _ Q6 _ SECOND F.F. LINE, 5PECIFICATION5 OF NET FREE AREA T.O.M._ T.O.M..OT.OM. PER VENT. M_ i !� v- i /TEXTURED 6:12 i i `o FIN15H 2 0 ------------------- 1�� BB7 Q I _ _ /TEXTURED /l ITYPJ ` i 3G3 a� �o FIN15H RETURN lFj oc JQ TEMP. - _ - AT 51DE5 - MAIN FF. LINE MAIN FF_LINE _ _ _ _ _ _ _ _- - �_ �. _ _ i OVERHANG GRADE LINE AT GABLE i �� (A55UMED) (URO.) ENT (DGE VTYPJ LEFT ELEVATION, � VENT � RIDGE 0 i 5CALE:1/8" = 1'-0" i REFER TO COVER 5HEET i GENERAL NOTES FOR i �-� �q 1 �`� !!� i REFER TO COVER SHEET ROOFING UNDERLAYMENT GENERAL NOTES FOR REQUIREMENT5 FOR ROOF a ROOFINGUNpERLAYMENT PITCHE5 4:12 AND UNDER i o i REQUIREMENT5 FOR ROOF UPPER ROOF 12 12 `5HINGLE PITCHE5 4:12 AND !UNDER VENT REQUIREMENTS ROOF i :12 6 i L6� - 5HINGLE �6 i G.C. VERIFY THAT 356.96 5Q. IN, PLT. HT. ROOF PLT. HT. _ 1i i OF VENTILATION THROUGH UPPER ENTRY ROOF L� r i 2/3 OF ROOF 15 ACQUIRED. VENT REQUIREMENTS I --- i N VERIFY QUANTITY OF ROOF VENTS G.C. VERIFY THAT 12.80 50. IN. i REQUIRED, PER MANUFACTURER'S r * ETEmp- 5PECIFIGATION5 OF VENTILATION THROUGH UPPER i ti OF NET FREE AREA i 6 PER VENT: SECOND F.F. LINE 5ECOND FF. LINE 2/3 OF ROOF 15 ACQUIRED. i , _ 5HINGLE — AA IL l VERIFY QUANTITY OF ROOF VENTS 3C3 i �l�r 1 i _ T.O.M. - ROOF - - t.OM. _ REQUIRED, PER MANUFACTURERS QL=r 5PECIFICATION5 OF NET FREE AREA PER VENT. 6.12 6:12 ----------_- GARAGE ROOF VENT REQUIREMENTS MAIN FF. LINE _ _ - LL�TEMJ MAIN FF. LINES G.C, VERIFY THAT 4.96 5Q. IN, GRADE LINE OF VENTILATION THROUGH UPPER 1A55UMEp) 2/3 OF ROOF 15 ACQUIRED. ROOF PLAN VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S REAR ELEVATION 5CALE:1/8' -. 1411 5PECIFICATIONS OF NET FREE AREA SCALE: I/8" = I' OJ" PER VENT. 11/2" THICK SAND FIN16H KEY5TONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING 12 5HINGLE 12 a6 ROOF 6� •SHINGLE 6 12 5HINGLE �6 ROOF ROOF 7 PLT. HT. PLT. HT. - - /5TUCCO STUCCO 5TU000 eo FINISH 8° FIN15H TEMP. TEMP. FIN15H '- (TYP.) OBS. 7 5Ec0ND FF. LINE _ / SEcaND �F. LINE T.OM. _ - TOM: _ m _f /TEXTURED _ /TEXTURED d' (RE URN FIN15H 7 ��' FINISH AT 51DE5 MAIN FF. SINE _ _ _ _ _ _ _ MAIN FF. LINE _ GRADE LINE (A55UMED) RIGHT ELEVATION. SCALE: 1/8" - 1411 w\LI)l 0 SANFORD O�aAfRT� LL llw C - !V OJ ED p �. X LU } a °00M Q00 _a Ll z .� .3 N j :. `' ���• 3/4" 00 THICK 12 5HINGLE 12 a6 ROOF 6� •SHINGLE 6 12 5HINGLE �6 ROOF ROOF 7 PLT. HT. PLT. HT. - - /5TUCCO STUCCO 5TU000 eo FINISH 8° FIN15H TEMP. TEMP. FIN15H '- (TYP.) OBS. 7 5Ec0ND FF. LINE _ / SEcaND �F. LINE T.OM. _ - TOM: _ m _f /TEXTURED _ /TEXTURED d' (RE URN FIN15H 7 ��' FINISH AT 51DE5 MAIN FF. SINE _ _ _ _ _ _ _ MAIN FF. LINE _ GRADE LINE (A55UMED) RIGHT ELEVATION. SCALE: 1/8" - 1411 w\LI)l 0 SANFORD O�aAfRT� JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04— 02-15 REVISED ELEVATION "C" GARAGE RIGHT lliihi'l 111% X N llw C UTo N !V OJ ° p do a °00M Q00 cm .� .3 N j :. `' ���• 00 cd ORr• o � o�ca E 4 s 0. 0� t60 zV v JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04— 02-15 REVISED ELEVATION "C" GARAGE RIGHT lliihi'l 111% DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OWSMAR, MOIUDA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. cem 0 0 Lr) F� >m 0 V O z oc M 2200 ° • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • •CIS • !V ° p a Q00 N' DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OWSMAR, MOIUDA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. cem 0 0 Lr) F� >m 0 V O z oc M 2200 ° • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • ROOF TRU55E6 AT 24" O.C.-«- (TYPICAL) ' TRAY CLG. 11 ■ CLOS. A jEjE SITTING BEAM -- FLOOR SYSTEM -- BEAM _ E ❑ o CONC. vi FIN lv D I N AM I L - LINTEL KITCHEN CONE. -I R OM OOM DINING LIVI LINTEL ROOM ROO SECTION BB SECTION AA . �: SCALE: 1/8" - I'-011 SCALE: 1/8" : I'-011 11/2" THICK SAND FIN15H KEYSTONE REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER 31'-411 3 TAB 25 YR SHINGLE ON 15# FELT OVER - 15# FEL( ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES 0 24" O.C. 12. -- HURRICANE STRAP PER PITCH AS /r ROOF FRAMING PLAN - ELPEV. ER 5- f FELT OVER MET AL. FLASHING 5"5 METAL FLASHING BRG. HGT, SHINGLE: ROOFPER wfIAR BETWEEN 1B"'x18' METAL CONTRACT FLASIHING AND SHINGLES ALUM. DRIP EDGE I FLASHING �SHINGLE PER _ - 2x6, FASCIA ,�- cnNTRACT I . _. •• VEN'FE,D ALUM. SOFFIT - SHEATH °u EXT. FINISH WINDOW FLASHING AS REO'D I �--1x4 WINDOW TRIM �^-- DBL. / HEADER TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WE'A"1"HER -FOLD UP WEATHER TIE-IN WITH WEATHER RESISTIVE BARRIER: MECHANICALLY FASTEN RESISTIVE RESISTIVE BARRIER& EXTERIOR SHEATHING AS NECESSARY IN BARRIER TEMPORARILY SECURE. F. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH �. S THROUGH R CO E OUCH v „ FLASHING' TO FORM WATER SHEDDING LAPS KE FLASHING �� '�w�;`,e? qT_ FOLD UP WEATHER R RESISTIVE BARRIER 8c 2. SCORE fSr FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER 'f0 WEATHER � r EXTERIOR ALLOW FOR FLASHING INSTALLATION fIE:MPURARPI_Y SECURE RESISTIVESHEATHING R BARRIER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER IVS WALL PER PLAN TAPE E., SELL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2 AND SEAL, WITH WEATHER RESISTIVE BARRIER TAPE `1 • (ASSEMBLED 1 yy� V WEATHER RESISTIVE WINDOW � WBARRIER IN� � c=i FLASHING O 0P¢ LL PLATE F E (SEE DETAIL B E-1 SEP FLA3 N4 DO NOT FLASH O ® FOR OPTIONS)�`E� — OVER BOTTOM 6 NAILING F5"x5" (METAL FLASHING HEAD FLASHING TIE-IN ��}� gyp, CORNER PATCH w/TAR BETWEEN FI_AS I GAN IN INSTRUCTIONS: � H GL NOTES: RUN KICK'OUT FLASHING 6" 1. CUT, FOLD UP & TEMPORARILY PAST EDGE OF ROOF o _ I� ��� SECURE WEATHER RESIS'T'IVE: FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO G" WIDE ALLOW FOR FLASHING FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF �✓ wlNnaw FLASHING NSII. HEAD FLASHING A Z INS ALL 1. S G UNDER SILL PLATE WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NATES: 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE FLASHING AND SEAL WITH TAPE. BARRIER TO ('ORM WATER SHEDDING LAPS (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL TYPICAL WINDOW FLASHING DETAIL 3. MECHANICALLY FASTEN A5 NECESSARY N.T.S. PLAN VIEW N.T.S.TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. 2010 F R N 703.8. EXTERIOR WALLS SHAI_.L. PROVIDE ]HE BUILIDNG WITH A WEATHF: G.C. VERIFY: LOCATION AND HEIGHT OF AC, r _ to rrwtru ctrrv.ln ivltl tt nlcr I I .«� ' OUTLET X14" - — — - — — " W -P/ GRI. FOR T.U6. SERVICE" W.P. I CLG. OUTLET 150 AMP. GPl FOR G.D. OPENER ELEC, ELEC. PANEL METER I r --------------------- 7 1 - ----- ---71 I GF:I. AT 4811 IRRIG, GRI. AT 48" I ,I I I COACH COACH LIGHT - LIGHT G.C. VERIFY: LOCATION K DAVIS BEWS DESIGN GROVP OF FLOOD LIGHTS p( 0NN2N0MT FST. 1994 ®� L CTfRIGAL 0 DUPLEX CONVENIENCE OUTLET if DUPLEX OUTLET ABOVE COUNTER w.a. WEATHERPROOF DUPLEX OUTLET d . 4/0 ALU. CABLE I &.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET MAIN DISCONNECTD METER A/C 4 HALF -SWITCHED DUPLEX OUTLET �0 SPECIAL PURPOSE OUTLET COMBO -SQUARE it coo DISC. N r- C*� =L 0-20 41 z L-0mmmommmmommml TYP, M4 AND 12 COPPER TO DUPLEX OUTLET IN FLOOR REFER TO FLOOR INSIDE LIGHTS AND OUTLETS 220 VOLT OUTLET PLAN FOR NOTED MAIN DISC. PANEL 90 COPPER TO $ WALL SWITCH AMPS. REQUIRED WATER HEATER J3 THREE-WAY SWITCH UNDE SROUND +8 COPPER TO RANGE 14 FOUR-WAY SWITCH SERVICE BY POWER COMPANY +4 COPPER TO 5/8" GROUND ROD $ D DIMMER SWITCH ALSO SERVICE TO BE BONDED CEILING MOUNTED INCANDESCENT LIGHT FIXTURE TO FOOTING STEEL WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN ELECTRICAL RISER DIAGRAM TLUORESGNT c-� FLUORESCENT LIGHT FIXTURE NOTE: f) EXHAUST FAN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL tp. EXHAUST FANLIGHT COMBINATION COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC DOOR OPERATOR (OPTIONAL) ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. cH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sc SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) QQ THERMOSTAT Cp ELECTRIC METER �. ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c? , ROUGH -IN FOR OPT. CEILING FAN v J c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- OTES1. 1.PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD 4 INDICATED ON PLANS OR A5 ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTWERW16E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - LOORSWITCHES.... SWITCHES ...42" OUTLETS ..... 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 5ACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COM51NATION TYPE AP.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GP.C.I. PROTECTED IG.F.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN r0 ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA.1OA-05, N.E.C. 2008, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F056IL-FUEL-5URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARSON 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/CARSON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY: LOCATION AND HEIGHT OF AC, r _ to rrwtru ctrrv.ln ivltl tt nlcr I I .«� ' OUTLET X14" - — — - — — " W -P/ GRI. FOR T.U6. SERVICE" W.P. I CLG. OUTLET 150 AMP. GPl FOR G.D. OPENER ELEC, ELEC. PANEL METER I r --------------------- 7 1 - ----- ---71 I GF:I. AT 4811 IRRIG, GRI. AT 48" I ,I I I COACH COACH LIGHT - LIGHT JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED K DAVIS BEWS DESIGN GROVP 0NN2N0MT FST. 1994 ®� if d . L >J; �, L o�,. L 0 �d 0 c h it coo N r- C*� 0-20 41 z L-0mmmommmmommml JOB NUMBER 25002.109 CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED ??nn \P UllvNLD V6USANFORD MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT • TITLE • MAIN FLOOR ELECTRICAL PLAN 00 • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STR FET EAST OLD5MAR, FLORMA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER FST. 1994 ®� ??nn \P UllvNLD V6USANFORD MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT • TITLE • MAIN FLOOR ELECTRICAL PLAN 00 • SHEET • DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER .P. WEATHERPROOF DUPLEX OUTLET Oi,f. GROUND FAULT INTERRUPTER DUPLEX OUTLET K;)-- HALF -SWITCHED DUPLEX OUTLET [-0 SPECIAL PURP05E OUTLET :9 DUPLEX OUTLET IN FLOOR �& 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH ID DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q• EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) 0 CHIMES (OPTIONAL) D PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CAR5ON MONO. COM50 DETECTOR I Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) QQ THERMOSTAT 0 ELECTRIC METER -EOL ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 (GRI.) AS INDICATED ON PLANS OR A5 ITEM NO.4 *0 5 BELOW INDICATES. 2. UNLE55 OTHERU15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 1411 (UNLESS A5v 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 SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE W.C.I. PROTECTED (GPD. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL. WORK 15 IN FULL COMPLIANCE WITH NF.P.A.10A-05, NEL. 2008, 2010 F.S.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. T. EVERY BUILDING HAVING A F0551L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAIN 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. ,— ----------------- MASTER SUITE ROUGH -IN FOR OPT. G.C. VERIFY: LOCATION FAN/LIGHTOF S RECESSED CAN LIGHTI \ \ \ CLEAR PKT. ROUGH -1N < \\ MAKE-UP LIGHT ANp I FOR OPT. �\�� \ LIGHTS GF.L W.P. SWITCH IN FANLIGHT sD 01 ATTIC uI \ SITTING L--- r. ' 1 W.P. 3 CM SD M. BATH ,J DISC. <\ �oa IN Tc ROUGH -IN SWI H FOR OPT. \ O\ �3k3 �r Q I DOW TO ------- SWITCHES D I BEDROOM Z �, G.F.I. ROUGH -IN<\ \ /� / ATH 2 FOR OPT. FANLIGHT </ HORIZ MAKE -Up LIGHTS CM SD SD SD ROUGH -IN \ \ FOR OPT. FANLIGHT / < ROUGH -IN BEDROOM 4 FOR OPT. G \ FAN/LIGHT BEDROOM 3 — — — — — — — — — — — — — -I SANF ORD UPPER FLOOR PLAN ELECTRI ALC GARAGE RIGHT • JOB NUMBER 25002.109• CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED • • K ro DAVIS BEWS DESIGN GROUP C U ro to EST. 1994- 0 J Nrn ,w N r• YI p 00) c\1 L o�J cm L L U. � J T 0 0�` O � C.0 3�Et • JOB NUMBER 25002.109• CAD FILE NAME LOT 53 TB ISSUED 04-02-15 REVISED 22001. • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, PIARMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW fISBEWS.COM TAMPA • DENVER. EST. 1994- 22001. • SHEET • GENERAL NOTES SHEET FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF ANID/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. NOTES & CONNECTOR LEGEND 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ESTABLISHED ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. GENERAL DETAILS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES CAST IN PLACE CONCRETE OF PRESSURE TREATED WOOD, TWO STORY DETAILS PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ST1 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES, MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF SUCTION DIAGRAMQq TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) , OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD:- DL = 5 PSF ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: MASONRY WALL CONSTRUCTION A)FLOORS = 40 PSF REQUIRED. REFER TO SECTION R301.2.1.2 OF THE B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5 VERTICAL REINFORCEMENT SH -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/12/2014 CREATED ELEV. A,B,C & A BONUS 2 1/6/2015 ADDED ELEV. C W/ TRUSSWAY TRUSSES PER LOT TB 41 - RLB ALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROXI 45° FROM VERT. TO EA: 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 1 2. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 20 AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB,REINFORCEMENT TABLE WITHIN BCSI-63) CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN (+) 18.0 BOTTiOM TO TOP WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS E = 1,800,000 Wine U.N.O. E =2,000,000 Wine U.N.O. Fb =2500 Fb =3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 11= 3000 Fc j = 900 Fc j = 900 Fv = 285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD, UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD, REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL 1N NORMAL WAY DURING BONDBEAM POUR. USE 30" /MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS &TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2"' ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 1/2`44" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4",GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1)#5 VERT. REINF. IN EA. CELL CONT PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA, SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/211, NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM+1/2"-1-1/211, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE Y16„ LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES -SUCTION AREA O O 10 (+) 21.2 (+) 21.2 (- 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAMQq STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED, WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. FOUNDATION NOTES: W 1. PROVIDE'MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1A WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR - _ .._.-__.- EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 3, VERT. #5 IBAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM J Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Z LAP SPLICES SHALL BE NO LESS THAN 25". W 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 30'-0" RECESSING DOOR SILLS. LU z 15'-0 1'-4 13'-8" 2 -STORY FTG. 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. Uj 0 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE OU A/C PAD SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) Z V 2 F08 MF01 CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE SD1D1 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 0 U)S USE ALTERNATE APPROVED METHOD. W 00 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q d 1 ■ ■ _ - - - - ■ --- - ■ ■ -��_ ■ ■ COMMUNITY & COUNTY CODES. D ■ J - - - - - - - - - - - - - 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL T 1 SYSTEMS SHALL. BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE � AND INSTRUCTIONS. ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION a N U I I 9. NO WOOD STAKES PERMITTED IN FOUNDATION. N F08 MF11 ( W W o SD1 1 a 15'-0" SD1 1 0 I 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED o 2 -STORY FTG. 1 O I DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO U- 00 I 1 ■ DETERMINE STEP LOCATIONS IF REQUIRED 2'-4 12 8 N 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z 2 I AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD O a MF01 -4" FIN. FLR 1 I y, 2 FOOTING STEP DOWN AND CORNER INFORMATION. N ®� 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION'SOURCE r� ,�. ®� W p ■ ® ® SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH i ® �.• Z ■ • ® ® I ■ I PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION "e:.� (�: U - 0'-0" FIN. FLR J r - - - - - - - - - - - - 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER P- C) J EXTEND FOOTING COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Q "' , 0� ) MF11 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE UNDER POCKET �Y• SLIDER SD1 3 1/2" THICK CONC. SLAB W/ 6X6 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL .�`' *•�, s+"� `' J 00 W/1.4 XW/1.4 W.W.F. OVER 6 MIL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO /�j�►� �� J 14'-2" VAPOR BARRIER OVER FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ° LL COMPACTED FILL ■ SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, ` ,�t!!! p 11111�f� COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS o I DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS d ■ I 1 -- I BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 i�� � O� 1 1[U0��I PSF. 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U ' MF01 D 246x 8"x1 EA. WAY 5's • SD1 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE z 0 / N STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q MF01 I -- I FOOTING SIZES PENDING DEPTH OF STEMWALL M C SD1 TOP & BOTTOM (- L ^I - I� 1 C) I -----J ■ FOOTING SCHEDULE Z ■ (? 0I a I 13'-2" 4 16'-10.. 1 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. WOOZ I✓ F06 O, m fk SDI I 24"x24"x12" d w/ #5's 6" O.C. EA. WAY MIN 4 # 5 E.W. O * ^w?'`" ( O P @ O ci 0 ( ■ 0 z O - - - N I 1'-2" e - 1 e 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. - i '-5' I I I 16'-9"2.5 30N30N12" dp w/ #5's 6" O.C. EA. WAY MIN (5) # 5 E.W. ■1 1 _� 1 I I■ ' @ ----f _ ..m„ _ - - V sr L_a L_ .L I I I � 0 0 1 - I b� _ z 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. H ■ _, , ,...- i ( O 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Q - ti o 0 U -}— cA � r.. Q d' m _ N 8'-8" 2.6 1 r- - -11 3,5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. z0 z 0 W Z W - ~ 8 �r 2 -STORY FTG. 3'-6" c� 1T-10" ~ - ■ 4 48"x48"x12" d w/ #5's 6" O.C. EA. WAY MIN (8) # 5 E.W. U 0 - -- -----------�..= r� p @ o F= to w z ^� c r F` -L__ — _._.._��__ O � J o ...--- ---------------- - 0za ,t 1 PRE -PLUMB = U) Q z 0(n �, m F05 I 4.5 54'x54"x16 dp w/#5 s @ 6 O.C. EA. WAY MIN (9) # 5 E.W. Cn z W w o ■I L—_J L.T. O = zQ��,�ZE MF11 SD Oil 0 <C W Z o SDI 1 F03 �, ~ It I X I 2.6 SD1 2.6 1 5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. z U O d a O W 404 �L 1- I - ■L® �— ® ® I ■ I z J z 0W04 _mm 10 6 4' FIN. FLR t sD1 PAVERS MF01 J L J OV LL W I I a q -4" FIN. FLR I U- U I Z= _ ifl 2 F 2 I boa I ■ SYMBOLS LEGEND W cn = o _� a�FIF, � ■ I ■ ■ I 211'-4" I A/C PAD ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 2 ■ ■ TO TIE BEAM( 6'-8" O.C. MAX U.N.OJ. C7 'v Z N I • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q 1 ~ 1 I TO TIE BEAM. 0 8„ 6.8„ $" 1 b q %' o I M F02 o r' O SD1 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.n n I■ W) z F - z o 1 I z 0` J I 11'-8" 1 LU 2 -STORY FTG. 1 O Uj 01 I IN o 0�4 ®I -------- 1 — ---- — I L- 7_ _ COMPANION TEST (D ? 00 ® ■ • ■ • REQUIRED w �. 0- Z UL Results to be Verified D (� -� CO)--- MD01 MF13 MD01 at Slab Inspection co LU Q W = SD2 SDI SD2 8'-0" S-0" U 30'-0" w��gING N STRUCTURAL ENG: BED / BAD Q DRAFTING: U < z-STRUCT: DP W 0 QC CHECK: CC (A JOB No. TM -2150317 8.9 SCALE: AS INDICATED ~ DATE: 04/06/15 FOUNDATION PLAN_ 1/4"=11-011 2 and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrightedp p y I � SYMBOLS LEGEND w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). Q • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. J Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z W 0 w z W O o O Q. � I z U J W 14'-0" 1'-0" 3'-10" 5'-4" 3'-10" 1'-0" � Q M O LLJ N WW io U O co z W9 W o a 4 �00 / — N I 10 Uj • �✓ U ■ ■ °° ■bo r o ■ ■ ■ - 4 'r. + rte. Q bo 8'-10" 3'4" 1 q" ca LU O O.y V_00M F- 1 o N- W : ,,,,, WRa ° E O ti a U *� 0 z O o o U)yi3 0 W a �o W 0 (V Fn I , F- .. I I cv U N Q Z ch O UJ co E ■ -' I I I I I z Z w°z iv ol_ L_ — J Q ac 1-- U J Z poU� �'- ^ _ WZ_�v� M I I 1..1.. Qzofv 0 O ■ O�Sy° ax M Z ioo- ■ ULL N J z w 0 0 OWN Q Q U M 0� 0 0 ■ e.. ® ■ a ■ ¢ W V-6" 5'-2" 1'-4" M W O a. — f I z _ N--0 ■■ I I o L — J J Q Z_ 6_0" �8" LU M 11 ■ Z � I Q Z = IpU..� YF `° O W W 0 CV d W C0 O W ■ w I-- F- LL --- L N (� (� W �- W O .__ 72- �i W -I M: 161-011, 11-01, I— U) STRUCTURAL ENG: BED / BAD DRAFTING. H z-STRUCT: DP gUu_niN� o — QC CHECK: CC SAN ORD � JOB No. TM -2150317 O�'gRT\���� = SCALE: AS INDICATED . 15 1 ~ DATE: " 04/06/15 DOWELLAYOUT PLAN_1/4"=11-011 S3 expressed, COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. its strictly prohibited. I NOT I ' 1 1 1 L -_ W Q J z J0 a ry �U W C) ■ I �- I 1 I F- — .--1 ■ LL. ( LU Z o) O Z ❑ 0LM E ~ F06 p �s � z 1 U'- E03L - J Q (D : L5 CU' �- A I I U o Z CO C00 D LU Z ■ NF 03I I W ❑ aOp�- C05 . - H Z��wiu o MD03F=. O Q¢w�p E �o0a ■ SD2 U � _ LD03 1 SD6 Bw w U W O Q .0< �N� Z Z O w N Q O ■ oI-0 G M ■ ■ ■ ■ ■ U Q w'� W Z Z �+ 0 GE01 0 SD3 SD4 ■ ----I ■ I I ■ ■F1 1I o 40 L _ - J cn PRE -ENG. TRUSSES PER PLAN- 0 Z 0 C �, Fj 1 RECESS FLOOR TRUSS 8 FOR FLOOR SHEATHING BEARING ON TOP OF BEAM WS11 W PER PLAN SD5 11 11'-0" TOPF ------ TR OUSS 0 Q 0 WS11 \� // z SD5 = 0 _ J o WW0 LLF WF15 1 M 1 1 SD6 = == = 9'-4" BTM• OFT FB03 w LU Z PRE -ENG. TRUSSES (Dim t BEYOND 8'-8" BTM. GE01 v) wo O Z S15 OF BEAM CO3 SD6 SD3 BEAM PER PLAN 0 _ J U �.. W LL O p la—�1- S10 0 0° 0 0° BEARING DETAIL SD5 -� -� -� 1 3/4" = 1'-0" SDO1 U) STRUCTURAL ENG: BED / BAD S D4 VILD/ Q DRAFTING: - - - - S�olv�r't�fl7 F- Z W -STRUCT: DP - - --- -- - QC CHECK. CC JOB No. TM -2150317 ® = SCALE: AS INDICATED _ - ... - DATE: 04/06/15 FIRST FLOOR FRAMING P S4 E EE PAGE S4 1 FOR NOTES AND CONNECTOR LEGEND 1/4"=1'-0" .S . COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. its strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/3" FLITCH PLATE TAG SPACINGTOP CAP. (plf) BLOCKING H2x8 BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) OK OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p 3rd. PT. ATTACH KING STUD TO HEADER w/(8) BW4D 12 (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. OR ENDNAILS OR ENDNAILS UPLIFT ATTACH KING STUD TO HEADER w/(12) 6x6`. ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 'rd. PT. 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER 1S 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER GENERAL BEARING WALL NOTES 1. VERIFY w/PLANF R WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"0"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THEPLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE: 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) D } (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/-' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) < G } (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/3" FLITCH ATTACH KING STUD TO HEADER w/(10) OK PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) N O PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) R O 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O o 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6`. ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS: HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER 1S 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS, SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE A (2)2X4 SYP #2 BUILT UP STUD COLUMN B a (3)2X4 SYP#2 BUILT UP STUD COLUMN C (4)2X4 SYP#2 BUILT UP STUD COLUMN D } (2)2X6 SYP#2 BUILT UP STUD COLUMN E (3)2X6 SYP#2 BUILT UP STUD COLUMN NAILING NOTES (2)2X8 SYP#2 BUILT UP STUD COLUMN < G } (3)2X8 SYP#2 BUILT UP STUD COLUMN O44 SYP#2 POST OJ 6x6 SYP#2 POST OK 8x8 SYP#2 POST L O 3-1/2"x3-1/2" LVL COLUMN. M O 3-1/2"x5-1/4" LVL COLUMN. N O 3-1/2"x7" LVL COLUMN. P O 3-1/2"x9-1/2" LVL COLUMN. Q O 5-1/4"x5-1/4" LVL COLUMN. R O 5-1/4"x7" LVL COLUMN. S O 7"x7" LVL COLUMN. T O 3-1/2"x11-7/8" LVL COLUMN. O o O (2)ply 1900 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 5' EPDXY ANCHOR WMIN. 6"EMBEDMENT 6x6`. ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS: 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22' 110d .148" x 3" 12d .148" x 41" 1164 .162" x 32, NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 META16 w/(7) 10dx1j"NAILS OR w/(6)10d NAILS & (14)j"x24" PLATE TAPCONS 1 Z META20 w/(7) 10d'x 13" NAILS FRAME TO CMU 1450 1450 > L -Z 2 META16 OR 2 META20 O O a_0 r LUZ� (2)2x10 #2 SYP (10) 10d NAILS 2 (1)ply TRUSS (10)1Od x 11" NAI FRAME TO CMU (1)ply 1985 (1)ply 1985 NAILS & (18)4" x24" TAPCONS (2)ply TRUSS (12) 16d x 1 1" NAILS Y 2 o (2)ply 1900 (2)ply 1900 W TO POST: SIMP. HTS20 OR LSTA18 �aWZO E H1OA w/(18)1Od x13" NAILS OR TO BEAM: SIMP. HUC410 w/(18)16d & H10A 1015 H1OA 1340 (10) 10d NAILS F WITH 1/2" FLITCH (2)ply TRUSS H1 OA -2 w/(18) 1Odx 12' NAILS FRAMETO FRAME H10A-2 1070 H10A-2 1245 WU) J HTS20 w/(24)1 Od x 1 i" NAILS FRAME TO FRAME 1245 1450 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.25 (2)HTS20 w/(24)10d x 12' NAILS TO MASONRY: SIMP, HU410 OR HUC410 w/(10)1Od >�O W W D5 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 TO POST: SIMP. HTS20 OR LSTA18 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)1Od x 13" NAILS B3.5x11.875 (2)1.75 x11.875 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TMGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 - 5"EMBEDMENT (10) 10d NAILS B3.5x16 HTT4 w/(18)16d x 2z" NAILS & 5" EPDXY ANCHOR w/SIMP. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 9 SET EPDXY MIN. 7 EMBEDMENT FRAME TO CMU 3640 4235 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 (3) 1.75"x16" LVL EPDXY MIN. 5" EMBEDMENT * NAIL TOGETHER USING (3) ROWS OF 12d NAILS 11 HTSM16 w/(8)1Od NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928p1f 1.5 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT206 w/(10) 10d NAILS & &" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 23" NAILS Wg5" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT U T20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 -W0 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 - - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. 1F UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS 0 ZY TO POST: SIMP. HTS20 OR LSTA18 « ,Y TO BEAM: SIMP. HUC48 w/(14)16d NAILS i (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)j"x24" PLATE TAPCONS Z ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 > L -Z TO BEAM: SIMP. HUC410 w/(18)16d & a_0 r LUZ� (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)4" x24" TAPCONS o ON MASONRY: SIMP. META16 W TO POST: SIMP. HTS20 OR LSTA18 �aWZO E TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)a'x2a' TAPCONS WU) J ON MASONRY: SIMP. META16 o�NQ U N TO POST: SIMP. HTS20 OR LSTA18 O TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP, HU410 OR HUC410 w/(10)1Od >�O W W NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM:IMP S . HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75 x11.875 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d F- NAILS & (18).'"x23' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS _ ON MASONRY: SIMP. META16 V TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY:2 O SIMP. META16 6 B5.25x16 (3) 1.75"x16" LVL LU * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d 1 NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2X BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP T UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WA 0 G LLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11 IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THISJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRI T PF o u TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS StiOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW' AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C ''UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT --STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 3" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONSSHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 1 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. T IIN6 1/4"=1'-011 jF-0 1� 11 a O O 0 ZY W a « ,Y O W., i r C3 fie' O U) oryT z�o� 0" a Q )1 0/ -STRUCT: DP QC CHECK: CC JOB No. TM -2150317 SCALE: AS INDICATED DATE: 04/06/15 S4,1 Z i W z�o� W Q �Z�Mh EO Z 0 > L -Z 0 Z0 a_0 r LUZ� OJ i �0ZCLo 0 UzI-�WW o W o �aWZO E V n.3: 0d a o � --� .(6 WU) J Z o�NQ U N C W O >�O W W _Z -STRUCT: DP QC CHECK: CC JOB No. TM -2150317 SCALE: AS INDICATED DATE: 04/06/15 S4,1 i � o � 11 W F- O _ Cl) V LU 1 O H 0 �Z� 0 Z U F - -W0 >W> J O F 300 F_ STRUCTURAL ENG: BED ! BAD r DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. TM -2150317 SCALE: AS INDICATED DATE: 04/06/15 S4,1 NOT STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING ISNOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) STRAPS REQ. SD5 SD5 S06 WSO STRAPS REQ. 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ti§ rAl o?� o 0 0 © o o a 44 J01 H3.5X5.5 J01 J02T J02T WSO4 R05T SD5 R06T 4 C C 4 H2X8 07T '.M --- R08T WSOrz I 4 SD5 00, N_ _ O WS06 SD5 to J-1 WSTRAPS EA. i SIDE OF WALL ._ GE01 SD3 SD3 a o C Q N 00 NI 2 S06 3 S06 SD5 I __ SD5 WSTRAPS EA. N- WSTRAPS EA. SIDE OF WALL _ _.-.... .__....::VO4 SIDE OF WALL 05 - m �u1LD/NC SANFORD 589 ROOF FRAMING PLAN E: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/411=1'-001 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. q;1 )Z J �O I- a � U i U) a W i C) U. d Z CV 00 J '�a+��•aesm• Gro"4 p L- U) W s p O \; Z M % C) W * d h- C Z Q Cy o p Ostrf U) U p O O �m S4.2 z Q Z 0 i- i J Wz°Q Q ' (D W Z — o F- F- Z c�U_ rn a C Z Z 00 -0.h —0 , W z � c J V)�Z�a 0 ¢pp�vcc _ ZO ZH-PWu.i o a¢WZO �o�0a LL U LU ;JLL I- oOWN<( L_ N F- 0 U Wry W i J i i � 11 M I0 Z O 0 . _I ca LLJ > W W 0 Z m > LU i-wo — o 0 Fa- 'r F - i � STRUCTURAL ENG: BED / BAD DRAFTING -STRUCT: DP QC CHECK: CC 1o JOB No. TM -2150317 SCALE: - AS INDICATED DATE: 04/06/15 S4.2 z a LU CL F– C� W z O U) Q I, ...... ...,.,.., ._...... ..,...L.... AT CORNERS PRECAST "U" METAL LATH OT PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE PROVIDE LINTEL W/ 3000 WIRE SCREEN APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING STANDARD #5 psi CONC. PER OVER COURSES CASTE -CRETE, QUALITY,. LOTTS, AND POWERS STEEL W HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL Q OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTELS STANDARD LINTEL NOTES CORNER AS REQ'D INDICATED IN (SHEET METAL & CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1 B / 8F32 -0B LINTEL, #5 TO BE `. PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 10" HOOK NOT REQUIRED TO BE FILLED 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 HOOKED INTO PROHIBITED) 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. _ - -- SIDE VERTICALS STANDARD 90 DEGREE HOOKF. 2'-2 1783 3069 / 3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000 / 8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Q °e : ° . ° • e ° . a X-2" 1217 2166/1969 6113/2931 8672/4576 10000/6224 8" BEARING E - F - q .. �' 4i _ w TYP. BOND BEAM 8" x 8" x 16 K.O. LINTEL X-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 w AR NG A. END IL w psi CONC. w/ (1) #5 DIA. 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN BLOCK FILL / 3000 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 0 ° d ° REBAR ++ INDICATED ON PLAN THE STRENGTH OF THE LINTEL INCREASES AND 1S APPROVED WITHOUT 4-6 710 1423 / 1105 4,360 / 1631 6036 / 2549 8328/3470 ' 111 OENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. a w 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 � 0 z 6'-2" 488 991/991 2661/2143 6681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD Uj o It 752 / 69910 N a 7-0 416 1843 / 1625 3486 / 2602 6390 / 3302 CONDTIONS. IANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY AND THEREFORE IS O 0- LAP SPLICE BEND 0 LENGTH LAP SPLICE a' . NO a T OPENING w V-0" 354 726/699 1843/1625 3486/2255 6205/2885 AL SHEAR WALL SEGMENT 'q w ADEQUATE FOR THE LOADS. 4 LM 15 17/8 4 ,���� 4 2. 0 = NOT RATED, z #4 21/2 ', 9 91/2 ° 21/2 5 5/8 cn e Z (,) 7 113/4 4-6 710 1423 / 1105 4,360 / 1631 6036 / 2549 8328/3470 ' 111 OENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. a w 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 � 0 z 6'-2" 488 991/991 2661/2143 6681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD Uj o It 752 / 69910 14'-0" 0 292/0 1160/0 1660/0 2439/0 u- 16-0" 0 284/0 950/0 1379/0 1997/00 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 N 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS= 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441/0 I— Of 20'-8" 0 145/0 550/0 981/0 1376/0 2• fc PRESTRESSED LINTELS = 6000 psi. w d 3 GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP O N a 7-0 416 1843 / 1625 3486 / 2602 6390 / 3302 CONDTIONS. IANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY AND THEREFORE IS O 0- LAP SPLICE BEND 0 LENGTH LAP SPLICE a' . NO a T OPENING w V-0" 354 726/699 1843/1625 3486/2255 6205/2885 AL SHEAR WALL SEGMENT 4 w ADEQUATE FOR THE LOADS. 4 LM 15 17/8 4 ,���� 4 2. 0 = NOT RATED, z #4 21/2 5 5/8 91/2 ° 21/2 5 5/8 cn 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS Z (,) 7 113/4 25 31/8 7 113/4 25 #6 33/4 81/16 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 30 33/4 ° a� SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY O U) 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 9 13/16116 1/21 35 43/8 9 13/16 161/2 35 (� W 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 0 0 0 °° .� '_< WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W w Ic W . q 11'-2" 255 471/352 1075/1075 1838 / 1567 2883 / 2003 ROUGH OPENING PER PLAN OU b l I� =°' — "a °7. ° STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS m - 0 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 ° #3 = 2)/2" q � . ° 12'-$" 0 369 369 / 261611002 / 984 1697 / 1361 2630 / 1738 ^ L.1. _ • a °•: .• #5 DIA. REBAR13'-4" 8. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & p ° #4-2Y21' ��1\LD�NG I- 0 328/0 1234/0 1779/0 2662/0 :. BOTTOM REGARDLESS OF REINF INDICATED IN TABLE BELOW .: °. q ° # 5 - 2 �" 2 f �y SANFORD STRUCTURAL ENG: 14'-0" 0 292/0 1160/0 1660/0 2439/0 u- 16-0" 0 284/0 950/0 1379/0 1997/00 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 N 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS= 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441/0 I— Of 20'-8" 0 145/0 550/0 981/0 1376/0 2• fc PRESTRESSED LINTELS = 6000 psi. w d 3 GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP O GRADE 40 GRADE 60 BAR SIZE BEND 0 14 LAP SPLICE BEND 0 LENGTH LAP SPLICE a' . NO a T OPENING w ° ' TYPI AL SHEAR WALL SEGMENT 4 #3 17/8 4 LM 15 17/8 4 ,���� 4 2. 0 = NOT RATED, z #4 21/2 5 5/8 91/2 ° 21/2 5 5/8 91/2 20 #5 31/8 14'-0" 0 292/0 1160/0 1660/0 2439/0 u- 16-0" 0 284/0 950/0 1379/0 1997/00 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 N 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS= 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441/0 I— Of 20'-8" 0 145/0 550/0 981/0 1376/0 2• fc PRESTRESSED LINTELS = 6000 psi. w d 3 GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP O 8" x 8" x 16" CMU U.N.O. 22'-8" 0 110/0 460/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSL O 0111 t11►/®� w INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-06 ®O BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A695 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ` q• / N MD08/S5 FOR LAP INFO. 4 �. • ',�•••. ?41 w 2 g 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. °� , �y PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 ��t°Lu !4, Q;t� N Z Z FILLED CELL AND REBAR (TYP). MORTAR T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE cs p® JOINTS SHOULD NOT BE CUT 4'-4" 8461833 2121/1716 3127/2839—: •"°_j zoo _j5'-4" 664/572 1761/1761 2695/2595 LINTEL F = FILLED WITH GROUT �x" SEE FOUNDATION FOR FOOTING MARK 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS U = UNFILLED R =RECESSED ;®• V �•p® a QUANTITY OF #5 REBAR '. •� �' T-4" 480/322 1334/1334 1964/1552 @, Ii ••®,. ®.. o _j O MeesS 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY _ � , ��, �®� LL— J TYPICAL MASONRY CONSTRUCTION B 8F8 -413/1T 8F16-1B/1T DOV � ? �_I11�)I 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR AT TOP U) SCALE: 3/4" = 1'-0" LU 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-113/1T NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. d NOMINAL WIDTH 0 ani 0° 8F16-1B/1T O , TYPE DESIGNATION v- 8RF14-0B/1T Z t 07 CO Q i 1 �r N O 8F16-0B/1T 1-1/2" CLEAR cri ,� o 8F20-1B/1T Q w a', _ z , O z #5 REBAR AT TOP MIN. (1) REQ'D Q CJ O O " 8F20-0B/1T 0 Q C.M.U. U � co _ z ° w 8RF22-1 B/1 T - 13'-8 [3'-2"3'-2" � 0 ° GROUT O`�o U z #5 REBAR AT BOTTOM OF LINTEL C O 8F24-1B/1T `- CAVITY O"' O O FD r O BOTTOM REINFORCING PROVIDED p Q SEE PLAN FOR TOP OF WALL AND LINTEL INFO 7-5/8" ACTUAL IN LINTEL (VARIES) O p 8F24 OB/1T 8RF30 1B/1T O o F FILLED u.i ........LINTEL PER PLAN r. O OBID 00 P 8F32-1B/1T 1- 1/2 CLEAR ,..,,..., .. ,,.. ., .... n . ........... 8RF30-0B/1T _j TRANSOM OPENING " Q _ #5 REBAR AT TOP MIN. (1) REQ'D D Z 8F32 -013/1 T U Q U' FILL AROUI�@ O " D Q Q C.M.U. L7 r o v ..'. FRAME IN �,, O z (n U WINDOW BY BUILDER : ;,. '>'r.'. SEE FOUNDATION -- O 8F38 -16/1T W z . N ''J ^ PLAN FOR FILLED CELL 19 O Z D- O w M r E SEE WF01/SD2 FOR ui z z W Z I- 0 ,.... INFO. MIN. 1 IS REQ'D 8F12-1B/1T O z rn P . / MORE INFO \ O O ' ON EITHER SIDE U.N.O. BOTTOM REINFORCING PROVIDED Q o g O � ( 00 8F40 -0B/1T O - w z tO 7-5/8" ACTUAL IN LINTEL (VARIES) O ." 0 8" NOMINAL WIDTH W -j o QOp�� O x UNFILLED I=- J z °z Uj W o ;;;• 2 2X8 WOOD HEADER 0 W 0 Q W z O O u. z ... q:.. ';., . TURNED SIDEWAYS. �— U 0 2 C .f FIRST PLY 2X8 TO IN w U �. w N J DOOR OPENING MASONRY WALL W/ :c; l- 1-1/2" CLEAR z W Z O w N Q .:.q, �-z Q J U N ,... SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"0;x a Q � � .,°. ° .. #5 REBAR AT TOP MIN. (1) REQ'D O 1-3/4" TAPCONS INTOiv p h J W U TOP KNOCK OUT/ LINTEL BLOCK U W MASONRY & (4) 10d X 1 M O 0 z W v COURSE ¢ 1/2" NAILS INTO HEADER. U)O o7 w ° < a .. LU .r 1 0 0 H . ( g. #5 REBAR AT BOTTOM MIN. � U52ND PLY TO 1ST PLY W/ 4'-6" oo ~ X w 10d STAGGERED @ 6 0. C. ' '� r; C7 REQ D 0) DO LINTEL W/ TRANSOM DETAIL a 0 Z �I`- �` LPOWERS STEEL BOXED J 7-5/8 I ACTUAL LINTEL SCALE: 3/4" = 1'-0" 8" NOMINAL WIDTH (� POWERS STEEL o Q REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 14 LAP SPLICE BEND 0 LENGTH LAP SPLICE a' . NO -SHEAR WALL T OPENING w ° ' TYPI AL SHEAR WALL SEGMENT "p .. #3 17/8 44 LM 15 17/8 4 ,���� 4 2. 0 = NOT RATED, z #4 8" x 8" x 16" CMU U.N.O. 22'-8" 0 110/0 460/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSL O 0111 t11►/®� w INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-06 ®O BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A695 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ` q• / N MD08/S5 FOR LAP INFO. 4 �. • ',�•••. ?41 w 2 g 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. °� , �y PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 ��t°Lu !4, Q;t� N Z Z FILLED CELL AND REBAR (TYP). MORTAR T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE cs p® JOINTS SHOULD NOT BE CUT 4'-4" 8461833 2121/1716 3127/2839—: •"°_j zoo _j5'-4" 664/572 1761/1761 2695/2595 LINTEL F = FILLED WITH GROUT �x" SEE FOUNDATION FOR FOOTING MARK 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS U = UNFILLED R =RECESSED ;®• V �•p® a QUANTITY OF #5 REBAR '. •� �' T-4" 480/322 1334/1334 1964/1552 @, Ii ••®,. ®.. o _j O MeesS 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY _ � , ��, �®� LL— J TYPICAL MASONRY CONSTRUCTION B 8F8 -413/1T 8F16-1B/1T DOV � ? �_I11�)I 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR AT TOP U) SCALE: 3/4" = 1'-0" LU 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-113/1T NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. d NOMINAL WIDTH 0 ani 0° 8F16-1B/1T O , TYPE DESIGNATION v- 8RF14-0B/1T Z t 07 CO Q i 1 �r N O 8F16-0B/1T 1-1/2" CLEAR cri ,� o 8F20-1B/1T Q w a', _ z , O z #5 REBAR AT TOP MIN. (1) REQ'D Q CJ O O " 8F20-0B/1T 0 Q C.M.U. U � co _ z ° w 8RF22-1 B/1 T - 13'-8 [3'-2"3'-2" � 0 ° GROUT O`�o U z #5 REBAR AT BOTTOM OF LINTEL C O 8F24-1B/1T `- CAVITY O"' O O FD r O BOTTOM REINFORCING PROVIDED p Q SEE PLAN FOR TOP OF WALL AND LINTEL INFO 7-5/8" ACTUAL IN LINTEL (VARIES) O p 8F24 OB/1T 8RF30 1B/1T O o F FILLED u.i ........LINTEL PER PLAN r. O OBID 00 P 8F32-1B/1T 1- 1/2 CLEAR ,..,,..., .. ,,.. ., .... n . ........... 8RF30-0B/1T _j TRANSOM OPENING " Q _ #5 REBAR AT TOP MIN. (1) REQ'D D Z 8F32 -013/1 T U Q U' FILL AROUI�@ O " D Q Q C.M.U. L7 r o v ..'. FRAME IN �,, O z (n U WINDOW BY BUILDER : ;,. '>'r.'. SEE FOUNDATION -- O 8F38 -16/1T W z . N ''J ^ PLAN FOR FILLED CELL 19 O Z D- O w M r E SEE WF01/SD2 FOR ui z z W Z I- 0 ,.... INFO. MIN. 1 IS REQ'D 8F12-1B/1T O z rn P . / MORE INFO \ O O ' ON EITHER SIDE U.N.O. BOTTOM REINFORCING PROVIDED Q o g O � ( 00 8F40 -0B/1T O - w z tO 7-5/8" ACTUAL IN LINTEL (VARIES) O ." 0 8" NOMINAL WIDTH W -j o QOp�� O x UNFILLED I=- J z °z Uj W o ;;;• 2 2X8 WOOD HEADER 0 W 0 Q W z O O u. z ... q:.. ';., . TURNED SIDEWAYS. �— U 0 2 C .f FIRST PLY 2X8 TO IN w U �. w N J DOOR OPENING MASONRY WALL W/ :c; l- 1-1/2" CLEAR z W Z O w N Q .:.q, �-z Q J U N ,... SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"0;x a Q � � .,°. ° .. #5 REBAR AT TOP MIN. (1) REQ'D O 1-3/4" TAPCONS INTOiv p h J W U TOP KNOCK OUT/ LINTEL BLOCK U W MASONRY & (4) 10d X 1 M O 0 z W v COURSE ¢ 1/2" NAILS INTO HEADER. U)O o7 w ° < a .. LU .r 1 0 0 H . ( g. #5 REBAR AT BOTTOM MIN. � U52ND PLY TO 1ST PLY W/ 4'-6" oo ~ X w 10d STAGGERED @ 6 0. C. ' '� r; C7 REQ D 0) DO LINTEL W/ TRANSOM DETAIL a 0 Z �I`- �` LPOWERS STEEL BOXED J 7-5/8 I ACTUAL LINTEL SCALE: 3/4" = 1'-0" 8" NOMINAL WIDTH (� POWERS STEEL o Q REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ���.� ".. p, w ,13/ �� "p .. #3 17/8 44 LM 15 17/8 4 ,���� 4 2. 0 = NOT RATED, z #4 21/2 5 5/8 91/2 20 21/2 5 5/8 91/2 20 #5 31/8 7 113/4 25 31/8 7 113/4 25 #6 33/4 81/16 14 30 33/4 81/16 14 30 r_#7143/8 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 9 13/16116 1/21 35 43/8 9 13/16 161/2 35 O ° 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY SAFE LOAD TABLE NOTES O LF - Z 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 6'-0" LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL w �� (D W — RECESSED LINTELS BASED ON 4" NOMINALBEARING. I— LM 2. 0 = NOT RATED, z SUPPORT. w 0 Z Z 0 P O 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. o. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. MIN. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 (� ., a. W 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING D ar � = 16'-0" ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O (� W 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 0 0 wry w Ic W . q 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z Z LF - CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF (D W — m SUPPORT. w 0 Z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. J >- 0 -- a. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. D W Uj Q = wry . q #3 = 2)/2" U ^ L.1. _ • a °•: ° #4-2Y21' ��1\LD�NG I- :. ° 4 .: °. q ° # 5 - 2 �" 2 f �y SANFORD STRUCTURAL ENG: BED / BAD ' f _ • ,. „ _ qn J DR DRAFTING: P O sTRUCT' DP LU ° ° . °•' ... ' ' „B„ C CHECK: CC _ 19 - W JOB No. TM -2150317 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK LINTEL PLAN- W 2 � SCALE: _. AS INDICATED 04,06,15 DATE: D08 REBAR SPLICE DETAIL 1/8"=1 �-0"S5 SCALE: 3/4" = 1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. (1) #5 FROM FTG. TO TIE BEAM (1) #5 FROM FTG. TO TIE BEAM HOLD BEARING WALL SPLICE TO BE MIN. 25" GROUT 1 SPLICE TO BE MIN. 25" GROUT BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W CELL SOLID �' CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q 8" CMU BLOCK $" CMU BLOCK �� w MIN 4" WITH FOUNDATION 2 1/41 WALL SCHEDULE WALL SCHEDULE BELOW FOR ADDITIONAL FOR ADDITIONAL � 3-1/2 CONIC. SLAB w/ 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ > 3-1/2" CONIC. SLAB w/ 3-1/2" CONIC. SLAB w/ INFORMATION INFORMATION (1) #5s CONT. FIBERMESH REINF. OVER FIBERMESH REINF. OVER FIBERMESH REINF. OVER W 1 ..FIBERMESH REINF. OVER FIBERMESH REINF. OVER CO 3-1/2" CONIC. SLAB w/ 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER I 6 MIL VAPOR BARRIER ¢ �� z 2x PT SILL PLATE 2x PT SILL PLATE a a 6 MIL VAPOR BARRIER W g 6 MIL VAPOR BARRIER FIBERMESH REINF. OVER Q d - a a Ill > 6 MIL VAPOR BARRIER I a W I a CL z a a. ° e d j I A _ 6_ , . Q,, d ° . a CC). a . I .. d J ... e .. . e _—_ 4 ° 4 . a I d ° — . d .. m .. --- -- - ---...I Uj z d GRADE I. L_ I o a d GRADE z u, w - ° a d d- _ I— _ .. • , d —1 I-- I I-�� 11-- 'd 45 I ° ° e °. ° o ° .._ —"_ I " W — = I - =III O _� — — —I ° e _ —III—III—� .. I I LI I I_ 1 _ d kLI I . d• ___._ ° ° :e .:' ' GO _ ..' � h - . ' a ... f, a w Z I _ ( _ 11 i�L a . w 4 —1 I I-11 —III — O � q : I I ; 1111 I 1 I 111 _ 1 I —r\4 I—I= -- °aI- I °� d 11= o u I T 8 4 1- - - - _ - I I - - - - - CLEAN U - _". .. J I _ I _ ¢ — —— — I _ _ I. —,III III III—III III— Iz —I _ _ I — I_I I III 1— — I —h�I CLEAN COMPACTED ' COMPACTED z (� II I— I I (-I_-4111". i I I t I FILL @ 95% STANDARD 11- I I I- 1=1 I CLEAN o CLEAN COMPACTED 1 iii i -iii 1 i 1 (2) #5 BARS CONT. W/ 3 COVER FILL @ 95 /o p (n __- __ - ° 16 DENSITY (2) #5 BARS CONT. W/ 3 COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8 8 STANDARD J W (2) #5 BARS CONT. III=III=III (2) #5 BARS CONT. I I ISI I I—III"\ FILL @ 95% STANDARD TYP. AT 2 STORY CONDITIONS FILL 95/0 3 #5 BARS REQUIRED AND \_ 8 8 @ ° O Q DENSITY p � W/ 3" COVER TYP. CLEAN COMPACTED W/ 3" COVER TYP: CLEAN COMPACTED DENSITY m 1'-4" FILL 95% STANDARD 1 `4" FILL 95% STANDARD (2) #5 BARS CONT. W/ 3" COVER TYP. (3) #5 BARS REQUIRED AND, STANDARD FOOTING TO BE 20" WIDE @ @ FOOTING TO BE 20' WIDE DENSITY DENSITY DENSITY AT 2 STORY CONDITIONS (3) #5 BARS REQUIRED AND FOOTING TO 0 BE 20" WIDE _j WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG U_ SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS o - -- -- - N 1 w W RAGE URB FOOTING NON-BEARING STEP DOWN F 4 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F INTERIOR BEARINGCK F01 TYP. EXT. FOOTING F02 GA C F03 0 06 ,� 11_ 1 11 11_ 1 " 11� I 11 11_ 1 11 11_ 1 11 11- 1 II O SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 U) z w "t �' yh„ Cq 3/4" RECESS @ w .:,,Ln ®��� �1 �[ �/ sig - W o W, a ®�•®a®•®•�e � z z PER MFG. SLIDING GLASS •• .d fir SPECS DOOR o°W U. "® «may J 4, SLOPPED GROUT a .' 4 q/ LU .... .» g p .q d, 8' CMU BLOCK -" `3�,.,� . p�`""',;, q '' Q. Fr TO DRAIN SEE PLAN ° SLOPE • FOR STEP OPTIONAL CURB MIN. 24 BEFORE ,� d �" -j J 4' ANOTHER STEP 11 �►, • Cfii®�,- 'S 81, (G.C. TO VERIFY) t. O •• ° 3-1/2 CONC. SLAB w/ 1 #5 FROM FTG. TO TIE ". ®•»�, ®• ®d OPTIONAL e e ° FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. ®®� REINF. SEE 3-1/2" CONC. SLAIB w/ � #5 CONT: REINF. 6 MIL. VAPOR BARRIER '� 25" GROUT CELL SOLID CURB FOR PLAN FIBERMESH REINF. OVER p �e a W //Jr MAS. ELEV. BARRIER �A SEE FOUNDATION REFER TO PLANS FOR 111 @ •a 6 MIL VAPOR R d ,A ° . Ii �4� a FOR QUANTITY 0'-0" w/ 1 #5 w °° ° as d .� 4 1/2" CASING a' LOCATION ( ) d; a ° as ° e • �' �' .e �Ilr/'j BAR CONT. ° °, A , � d < a.' I,u O q a _ f °' °' • cn 'a",' ALUMINUM THRESHOLD p G:' a GRADE _ a . 11 11 t. ch, f #5 x 25 x 25 d " d — � a' a z d ° ° -_ 0 i.'J A. a ° a 11 A.. p a 11 _ G ° • d ' .' A w MUDDED --_ - - -- _ • --- -' d• (2) #5 CONT. W/ 3 a : a. A CORNER BAR, ONE 3-1/2 CONIC. SLAB i -I M `, _ _ I = ,.; _ - -COVER d. a a e ° SLOPE - ..._ ___ _ —�—I I I I h _ » ; I-� I ° e . FOR EA. HORIZONTAL w/ FIBERMESH I- - I- -I ° _ --1 I= I— , ° _-- - -- -- --- FLOOR CLEAN - ?` _ °- a 4 d -I ° q." __ - _ _..__I I III -III-III- I =. I ="' a q REBAR TYP. U.N.O. REINF. AND 6 MIL I _ - - w o COMPACTED _ _.. _._ - ° a ° a _ (2) #5 BENT BARS W/ _ SLOPED _- _ __. °:.. A' - d a 1 ' a _ _ �.� ..� a. '. ° VAPOR BARRIER 3/4" RECESS -. — _ - a? z „ y _. = ^ I- o L-.—III—I - .I : — _ w d ° I _MIN. 25° LAP SPLICE a ... m.... .�� a . III III I I III I I • . °. I TO DRAIN FILL @ 95/0 -i 11- _ _ - w o e,.. i ° III III III III -11 L III, — o— e° ' (2) #5 BARS CONT. ( 1-I I I�I I I III 2 N, I° STANDARD Iii Iii- - _ cn 4' ° q a.F' DENSITY 8" x 12" THICKENED- = III— 11..- = I -I..: __ _.....`_- - = a° a ----- SLOPE 1/4 W( 3" COVER TYP. 1. 11 U I =III III=1 — �. I _.....I III___._ - I_ _ PER FOOT 1 4 01 CLEAN COMPACTED U-, C? 11 411 (2) #5 REBAR SLAB w/ (1) #5 CONT. - - I - 1 (2) #5 CONT = 16' MI'" FILL @ 95%STA NDARD O 4' ) -- - VERIFY W/ DETAILS FOR REQUIRED 1 W/ 3" COVER. -� I I ._..I -._... .: � —' '' ° a a. ^' . � a . e DENSITY Z ��;�i''� >~ � U 8 I III III III III STEEL AT 2 STORY LOCATIONS PER MFG. O 01 WHERE 2ND STORY OCCURS, FTG SPECS < SHALL BE V-411 WIDE w/(3) #5 BARS VERIFY W/ DETAILS FOR REQUIRED EXP JOINT > Q STEEL AT 2 STORY LOCATIONS O -. d - Q �VIFO FOOTING SHOWER F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMU j SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" U ♦^ J SEE ELEVATION p z CC? r. - U) U o FILLED CELL 'r r T O w M E WOOD POST SEE O ' FLOOR PLAN FOR SIZE V I z W W �zI-~r• o -e� 4" AND BASE CONNECTION 0 Q °� F- O LU � w � c --------- ® Q Z U 0 D (6-. GARAGE TOP COURSE TO BECD O I- 0 W z J J 65WzWo 8 �► CHAIR BLOCKS. ENTIRE W <C O O a m TOP VIEW @CORNER - - --) BASE TO BE FILLED O z cn ... SOLID F- z z j g W z o z GARAGE WALL CMU BASE w/ (1) #5 F- 0 WW w Uj O o E VERTICAL @ EACH ® Z w Q S O U) NCL CORNER. SEE FLR. O U W Q H w IX N 3-1/2" CONC. SLAB w/ DRIVEWAY BY PLAN FOR BASE ¢ z J z 0 W N Q FIBERMESH REINF. OVER BUILDER- SIZE w U 6 MIL VAPOR BARRIER CONCRETE OR l- 2 w p I- 4" PAVERS SEE FOUNDATION w U M FOR PAD SIZE Q W °° °QQ CONIC. SLAB OR z W -1 4. - - LL PAVERS PER PLAN —_ —:--I I O G — I_ 1- L_. 811 x 8" THICKENED a CLEAN COMPACTED III III � M;, �'� �: �..•$.; .r.4'J ■.l �' ,, - FILL 95% STD. EDGE w/ (1) #5 qa .4 �. d d a O DENSITY CONT. a z a. d e .: d'.. a a p p � F13 THICKENED EDGE F15 FRONT BASE NOT USED z SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" _ 11 GARAGE DOOR COLUMN DETAIL M z O w W p 1 811 CMU - 81. C.M.U. FINISH p 0 O FINISH PER W 3-1/2" CONC. SLAB PER ELEV. PVC OR SCH40 (z0 Z m ELEV. TOP (2) #5 x 4'-0" TOP (2) #5 x 4'-0 PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 - w/ FIBERMESH SLEEVE REINF. OVER 6 MIL FINISH FLOOR FINISH FLOOR CENTERED AT PIPE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE PENETRATION PENETRATION w VAPOR BARRIER 0 U -1 _ PENETRATING PENETRATINGPIPE Q , _ W W PIPE a GRADE _ _. ° a? ° •' _,,,.. — -- — d — ar-' 4._- ° �• ° a ~ ~ a -0, ° LOOP TIE (TYP.) o i _ a CLEAN �e y � -I I --� I—I -- •• I I I-II—I -_ I — I COMPACTED 1==111T_I-I I- W A-11 _i _ ZM ° _ I _—° q _FILL _ - I ) II- IIIIIZ •°Q — — — — 4 STRUCTURAL ENG BED / BAD �I 00 4.1 I PVC SLEEVE MIN. _ - I =r FOOTING PER - DRAFTING: FOOTINGL I- �� �- = +I I -I I - I-� I ISI z-STRUCT: DP DIAMETER TO BE 2 ' =1 I-III-�=" I Imo' PER PLAN PLAN I SEE FDN PLAN - � , =III -I I I I I � - I I I PVC SLEEVE 1- - FOR SIZE FI SEE DN. w PIPE SIZES LARGER ,. i= I— QC CHECK' Cc THAN THE I �_ & REINF. - - PLAN FOR PENETRATING PIPE (SIDE VIEW) (FRONT VIEW) . , ,.. (�- L � SIZE &REINF. � � w JOB No. TM -2150317 PEN I- v�LU/y SA INFORD U) SCALE: AS INDICATED VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FN`D o 04/ - _.. -_--------- PIPE DATE: 04/06/15 F14 TYPICAL FOUNDATION PENETRATIONS SCALE: 3/4" = V-0" 1 SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. OF OPENING 12 PRE-ENGINEERED WOOD 2x6x12 P.T. TRUSSES @ 24" 0/C SHEATHING io O CENTER BUCK (TYP) SEE ELEV. UPLIFT CONNECTOR PER PLAN STRUCTURAL SHEATHING W (SEE SCHEDULE) SHEATHING CLIP EACH TRUSS DOUBLE 2x4 TOP PLATE PER PLAN SEE ROOF PLAN CLIP EACH TRUSS - SEE Q , FOR TYPE ROOF PLAN FOR TYPE � MIN 2x4 STUDS @ 16" O/C CLIP EACH TRUSS IF REQ'D, PROVIDE CLOSURE WALL SEE ROOF PLAN FRAME OUT TO FRAME OUT TO FOR TYPE BLOCK EDGE BLOCK EDGE 0 3/8" DIA. ANCHOR w/ SINGLE TOP AND BASE PLATE w/ AS REQ'D (2) 16d NAILS TO TRUSS. STUDS @ FRAME OUT TO 2 X 4 P.T. TOP BUCK 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE Z INSTALLED PER NAILING PATTERN (2) 2x TOP PLATE w EXTERIOR SHEATHING ATTACHED I I (2) 2x #2 SYP W Z o PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM �I I ( S 2) 2x TOP PLATE S 2x #2 SYP PLAN FOR BEAM SIZE I SEE PLAN FOR 0 OTHERWISE SP2 CLIPS AT TOP II I I 2x4 SPF #2 KNEE WALL 1- 2x6 P.T. BUCK EACH O Q. AND SP1 CLIPS AT BASE ARE BEAM SIZEITH SIDE OF OPENING REQUIRED. I 2x4 SPF #2 KNEE WALL I (2) 2x PLATE 2x PT ��W/ STRUCD RAL 6 O.C. (D O .2x4 SPF #2 KNEE WALL PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" WITH STUDS @ 16" O.C. I WITH STUDS @ 16 O.C. PLATE BOTTOM I SHEATHING FROM TOP Z U EMBEDMENT AT EACH DOOR BRACKET, EACH 2x BLOCKING CRICKET AS O w/ STRUCTURAL J ;; w/ STRUCTURAL 2 2x #2 SYP OF WALL TO BOTTOM OF p W REQUIRED SHEATHING ON BOTH SEE PLAN FOR SHEATHING ON BOTH I WALL. ATTACHED PER W SIDE OF DOOR. PROVIDE 1-1/2 X 3/16 THICK D C) WASHER W/ EACH ANCHOR. (1St BOLT TO BE 2x P.T. PLATE SIDES FROM TOP OF I BEAM SIZE SIDES FROM TOP OF WALL TO BOTTOM OF � PRECAST. NAILING SCHEDULE o0 WALL TO BOTTOM OF LINTEL OR OTHERWISE SP2 CLIPS Q 8" MAX. ABV. CURB, REST EQUALLY SPACED 1/2" x 8" A.B. OR TITEN HD @ ___= BEAM. ATTACHED PER I BUILDER FRAME BEAM. ATTACHED PER I KNOCK OUT AT TOP AND SP1 CLIPS p APPROXIMATELY 24" O.C.) 32" O.C. & 6" FROM EACH ENDNAILING SCHEDULE RADIUS AS REQ'D NAILING SCHEDULE COURSE AT BASE ARE REQUIRED TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPS I 1/2"x8" ANCHOR BOLT O AT TOP AND SP1 CLIPS MASONRY OR TITEN HD 32" O.C. o _ w/ (1) #5'. CONT. @ - MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED BUILDER FRAME WALL & 6" FROM EACH END o RADIUS AS REQ'D N START BOLTS AFTER GARAGE w W CURB ($" MAX.) CMU (.4 UPLIFT CONNECTOR (SEE SCHEDULE) D02 GARAGE DOOR4F1 KNEEWALL ABOVE F0 KNEEWALL AT ENTRY F0 KNEEWALL AT ENTRY4FO KNEEWALL AT ENTRY LL I LL SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" U) BUCK DETAIL MASONRY WALL V 'I U—) N (2) 2x TOP PLATE, w o (2) 2x PT BUCKS PRECAST LINTEL/ -PROVIDE STANDARD HOOK ` ^ 0.,, ;°� ••. " Z z w/ 1/2" O.S.B. BETWEEN; (1) #5 IN TIE BEAM ®o U NOTES: NAIL SCAB TO TOP CHORD ,v: �" BSC • --� THREADED ROD PER PLAN MIN. I �. • a .,.1� 6" FROM END OF CMU TYPICAL TIE BEAM w/ 3000 O • Q WITH 4 0.131" x 3 1/4" NAILS = - - - - - - - - cn . 9 '.. 0® ° z, g p Epsi CONC. w/(1) #5 REBAR CONT. 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R ¢ i • iE ADD 2x4 VERTICAL SCAB IN I �-'_ - - - - - - > �, ,//1�*®®®®•e.•IF y► 4 STD HOOK EACH TRUSS IF NO WEB IS I - w 2. 2x PT BUCKS/NAILERS SHAW FASTEN BUCK TO MASONRY I - - - - - U- WINDO REFER TO PLAN FOR I 4 ¢ W/ (1) ROW OF 3/INTERIOR FACE 016"X4 TAPCONS 6" FROM ENDS AND PRESENT II (1) #5 BAR IN PRECAST LINTEL //i� Illld ADDITIONAL WALL FRAMING INFORMATION I a IF DBL. NAILER IS USED, 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF x 3 1/4 'I I W IL (3) 0.131" " NAILS TYPICAL (2) #5's VERTICAL IN J USE 1/4" x 4-1/2" TAPCONS; w BUCK AT EACH TRUSS GROUT FILLED CELL a TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUTjr BLOCKING AS SPECIFIED I 2x4'X' BRACE ACROSS LENGTH II z O "" O IN BEARING WALL SCHEDULE psi CONC. w/(1) #5 REBAR VERT. EQUIVALENT, STRUCTURAL VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY OF SHEARWALL > II GROUT FRILLED CELL (IF a Z p '. LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH REQ'D PER PLAN) w Q NAILER TO MASONRY (3) 0.131 x 3 1/4 TOE NAILS I ENTIRE COLUMN TO ch o 4 ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL ADDED TO EXISTING 2x BUCKED OPENING, USE 2x4 BLOCKING BETWEEN 11 I BE GROUT FILLED W o (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. TRUSSES TOENAILED TO 1 SEE PLAN I- Z , CMU WALL AS REQ,n PER PLAN I ° (4) EQ. SPACED 1/2" TITEN HD A ; ° ANCHORS w/ MIN.1 3/4" 1 EMBEDMENT FOR HOLLOW BLOCK I OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 3/16" X 3" 12" O.C. 2 M2x6 2x8 3/16" X 3" 12" O.C. 2 @ EACH SUCCESSIVE BUCK I DOUBLE TOP PLATE WITH°� 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR 0.131"x3 1/4" NAILS @ 4" O.C. U M THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS ARE MET TRUSS (AS NOTED) - - O? rC� U (FASTENING) 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO DBL TOP PLATE Z NOTE: ALL HOOKS AND SPLICES TO BE 0 • z,� 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16 O.C. FASTEN WINDOW FRAMED WALL u> CONSTRUCTED AND SIZED PER NOTES > O' w TO 2x PER WINDOW MANUFACTURER'S SPECS O . d 14 ­LD01 VERTICAL REINFORCING w 1/� BEARING/SHEAR WALL T CMU (MDO 2x BUCK DETAIL W01 CONNECTION OF PERP. SCALE: 3/4"=V-0" p VIDO3 BE PT BASE PLATE DETAIL' U WALL CONNECTION DETAIL SCALE: 3/4"=1'-0" SCALE. 1/2 -,-o SHEARWALL TO TRUSS SCALE:3/4 =,'-0" ROOF SHEATHING - SEE FRAMING _ 2x4 PLATES OVER p J z PLAN FOR NAILING SPECS ROOF DECK - SEE A U) C) o PRECAST LINTEL TYP. s ROOF SHINGLES: ROOF TILES: �.�, � W Z �, �" � NOTE. CUT BACK 2X8 P.T. @ VALLEY FRAMING 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES O U - j_ RECESS WHEN REQ'D SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES �.. Q - O Ui M E TOP TO ALLOW CONT. 2X4 FRAMING DETAILS FOR AT 6" O.C. DTL. CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS z w z J 0 BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED WALL 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE I) O W °� � Z U? i,,- o MASONRYMIN. 2 TAPCON ANCHORS PER SEE PLAN �� / 3. MEETS UL R2453 .PROGRAM 3. USE 19/32 OSB OR CDX SHEATHING Q Z U � W Uj co 2X8 (2) LAYERS OF 3/4 CDX PLYWOOD O W Z GLUED AND NAILED AT 6" O.C. , 26 GA. GALV. FLASHING: O _ (3) 16d COMMON rr ri e e 1. G-90 GALV. COATING --r _l 05 W Z a Q 0 STAGGERED (TYP. ARCHED RAFTER) , „ o A w Z) Q O O : NAILS (TYP.) NOTE: ` , i rr rri rir� A 2. MEETS ASTM A527 _ CA p x Z `' c TEL r� rig . �� rir r v 3. REGULAR POLYESTER F Z Z = I- H W 0 LIN PRE -ENG: COMMON TRUSSES MAY BE E PLAN HEADER PER rr rri r 1 ,fir r,r 4. 1.0/0.5 MIL w/ PRIMER F 0 Q 4 w Z p E (SE ) - LOCATION USED ILO. CURVED TRUSS rri , 5. MIN. THICKNESS 0.0187 IN. - U 3: O r r, rr 6. CHROMATE TREATMENT ULI 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE i' ' rr w Q > Q a TOE NAILS EA. EA. SIDE PLAN) SEE FRONT ELEVATION , , ✓ r, /r Z W Z LL N END FOR WINDOW TYPE �r HURRICANE ANCHOR AT EACH z � 0 W N 2X BLK'G. TO 2x w/ (2) 16d r ; TRUSS (REFER TO ROOF PLAN) ¢ W V 2X4 SPF CONT. O.S.B. w/ (2) - TOE NAILS ' r r,' NOTE: ROOF SHEATHING MUST BLOCKING ATTACH TO EACH END 7/16 O.S.B. r A 8d EACH END r O 2X STUDS @ 16 O.C. FOR KNEE WALL OU 7/16" OSB W/ (2) 8d NAILS 2x4 SPF CONT, EA. SIDE NOTE: USE SIMPSON H3, � , r / BE APPLIED AND FASTENED TO h BLOCKING ATTACH H4 OR H5 AT EACH END r r BASE TRUSS PER PLANS BEFORE �I �I I ELEVATION VARIES U W 7/16" OSB EA. SIDE, W/ TO 7/16" OSB w/ (2) 2X BLK'G. TO ; ,, r PRE ENGINEERED ROOF O LSTA18 32" O.C. STUD TO PRE -ENG Z W 6d NAILS 16" O.C. TO 8d NAILS ) OF TRUSS/RAFTER r, i i / TRUSS BELOW DORMER FRAMING 1S INSTALLED. TRUSS, SLIT ROOF SHEATHING FOR _ TOP OF MASONRY z SIDE & TOP NAILER E N D VI E V V dSEACH END (TYPICAL) r ,r ' rr 7/16 OSB EACH SIDE, %� / r STRAP °, ALUM. DRIP EDGE (n ri r r PRE -ENG. WD -J W/ 6d NAILS 16" O.C. ' % ' r 2X4 WD STUD CRIPPLE U) 2X BUCKS, SEE TO SIDE & TOP NAILER �' ,, r� r; cO CONT. ROOF SHEATHING NAIL PER TRUSS, 24" O.C. 2x CONT. SUBFASCIA O MD04FOR MORE INFO. c r rr AT160.C. a 2x BUCKS, END VIEW 2x4 PLATES OVER ROOF rrr r/ PLAN R-30 INSULATION 2 DECK - SEE DETAIL BELOW � VENTED ALUM. SOFFIT _ FOR FASTENING SPECS ' DOUBLE TOP PLATE PROVIDE 2x4 BLOCKING w/(2)16d NAILS 0 1/2" DRYWALL z EACH END TO TOP CHORDS OF p TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER Q TYP. SINGLE 0 DOES NOT LINE UP ABOVE TRUSS -� TIE -BEAM w/ (1) #5 BELOW AND CONNECT w/ HTS20 @ 32.. p O F01 ARCH WINDOW FRAMING DET. F01 CONT. GROUT z D0_ RMER FRAMING & BOTTOM O.C. SOLID D WOOD FRAME &CMU SCALE: 1/2"SCALE: 3l4" = 1'-0" PRECAST CONC. OR POWERS REFER TO ELEV. U)_ M 11 = -o" PLATE CONN. DETAIL STEEL SILL TYP. @ALL FOR OVERHANG w U) WINDOWS p WINDOWS WINDOW PER > Z 0 IF A/C IS SUSPENDED FROM TOP FLOOR PLAN cn 0 - _! PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED 7� W ATTACHMENTS SUPPLIED BY A/C 12 1/2 G.W.B. OVER VAPOR CEMTITUOUS FINISH, 0 1 SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURERS SEE O W (� 1 O COMPANY SPEC.'S PLAN " " STANDARD TRUSS BARRIER W/ R4.1 INSUL. CMU IN. THK. ON p 0 0 R PLAN W/ ROOF SHEATHING TOP CHORD VARIES BETWEEN 3/4 P.T. VERTICAL w Z O.S.B. OR C.D.X. GABLE SHEATHING PER �� V\1 FURRING @ 24 O.C. Z Z m TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4 O.C. ON EDGES AND 12 OF 2'-0" ABOVE A POINT WITHIN 10'-0" - " A VERT REINF. BEYOND O.C. IN TRUSS WEBS NOT .,II,., ��� W Z I- 0 � OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING SHOWN FOR CLARITY p 0 W CONC. SLAB - 8x8x16 CONC BLOCK W >- W 0 2X4 VERTICAL @24" O.C. SEE FOUNDATION LU MAX, PROVIDE 4 10d NAILS 2x4 #2 SYP CROSS O �----------� o PLAN FOR MORE I�° 0 ~ ~ TO BOTTOM CH & (3) 10d + + 2x4 #2 SYP RAT RUN BRACING (AT 45) W/ INFO MAIN FLOOR NAILS TO TOP CHORD + TOP AND BOTTOM MIN (3) 12d NAILS TO RAT CL (2) BAYS PAST A/C I A/C UNIT AND PAN I RUNS. TYP EACH SIDE _ I .'. ELEV 0'-0" LOCATION, MIN (3) BAY MIN. 24"' BY SUPPLIER MIN. 24" CONDENSATE _ STRUCTURAL ENG BED/ BAD (4) 16d COMMONS NAILED @ EACH END LAP W/ (2) 16d NAILS MAX 481" MAX 48" TO EACH TRUSS. TYP I DISPOSAL BY A/C - Ii I I �- Ui�Di Q DRAFTING: ....__-._. --- + SUPPLIER I I tic H GALV. FLASHING ++ EACH SIDE I I z STRUCT: DP CONNECTION TO BE I I �I = SA LU LU NFORD - QC CHECK: CC + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED- - - - - - - - �- W i------- _ ---- SUPPLIED BY A/C 2X4 BLOCKING W/ (2) 16d ++ TO VERTICAL 2X4'S STANDARD TRUSS COMPANY �c� W COMMONS END NAILED TO 106 No. TM -2150317 VERTICAL 2X4's BOTTOM CHORD cn SEE SHEET SD1 = SCALE AS INDICATED FOR FTG DETAILS_ -- DATE. 04/06/15 + + SIMPSON A34 OR LUS2 2 EACH -.158 BLOCKING UNDER A/C SUPPORTS CM01 CHIMNEY PRS -ENGINEERED TRUSS TB01 A/C IN TRUSS 11 1 END.. S0 TYPICAL WALL SECTION FRAMING DETAIL sCALE:3/4"=1'-0" scALE:3/4"=,'-o" CMU WALL SINGLE STORY „_ ,-0 SCALE: 3/4 -1 property of MONTA CONSULTING DESIGN OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive p p y Y sDz i SIN DIA BE/ P'2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 161 NAILS GABLI TRUSS TO PLT.@12" 0.' MAX. ICMU WALL C LINTEL BELC SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION 31MPSON A23 @ EACH 3RACE TO PLATE 1/2" J -BOLTS w/ WASHERS (MIN. 6" EMBED) MIN. 6" FROM EACH END AND 32" O.C. MAX. HGA10KT @ 32" O.C. TIE BEAM COURSE w/ (1) #5 CONT. CMU WALL CONNECTION 2x4 BLOCKING (2) 12d NAILS, - ROOF SHEATHING SIMPSON HGA-10 TOENAILED @ EACH END.AT 24" O.C. PER PLAN @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. SIMPSON H10A DIAGONAL TO TOP PLT. FRAME WALL CONNECTION 11 A35 DIAGONAL TO TRUSS BOT. CHORD 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. FRAMING FOR FALSE BEAM, IF REQ'D - 2x4 STUDS @ 24" O.C. w/ SINGLE BASE & TOP PLATE VERIFY IF w/ PLYWOOD SHEATHING FALSE BEAM COVERING IS REQ'D CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** rGE01 GABLE END FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR CONNECTION DETAIL SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @6"OC REFER TO PLANS FOR EXACT SIZE OF O.H. 1'-4" MAX. 10 2X4 BLOCKING@EA. OUTLOOKER (ROOF 2x4 OUTLOOKERS INTO BLOCKING, (4) 8d NAILS SHEATHING SPAN TO BE 2'-0" MAX.) END @ 24"o.c. MAX. NO BRACE REQUIRED NAIL W/(2)16d NAILS EA. END (1) 2X4 BRACE 7'-0" < H = 9'-4" (2)16d NAILS PLT. TO STUD TOP & SHEATHING PER 2'-0" MAX. BOTTOM(TYP.) (END NAIL PLTS. TO STUD) PLAN ATTACH PER HEADER EACH SIDE w/ SIMPSON H-10(TYP.) NAILING SCHEDULE 10d COMMON NAILS (11) 10d NAILS I END NAILFA�OUTLOOKER DOUBLE 2x SYP #2 w/ 1/2" TRUSS W/(2)16d N I S TO TRUSS DBL. 2X8 n 2X FACIA, END NAIL TOP PLT. W/(2)16d NAILS@EA. I SEE HEADER SCHEDULE FOR OUTLOOKER TRUSS PER PLAN HOLD WALL DOWN 3-1/2" PRE -ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS f (TYP.) LINTEL PER PLAN e ` :' TOP OF THE BOTTOM CHORD. SHEATHING PER PLAN ,. 1'-9" MAX. ATTACH PER NAILING (U.N.O.) SCHEDULE STD CONDITION @ FRAME WALL TEXTURED CEMTITUOUS @ CMU WALL F06 FINISH, 7/8" MIN. THK. TO FIELD VERIFY 0 1/2" x 8" J -BOLT @ 32" O.C. AND 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & SCALE: 3/4" = 1'-0" WASHER BLOCKING CEILING NAILER 2X4'S @ 24" O.C. AS REQ'D. GABLE BRACING @ 48" O.C. NOT REQUIRED 6' FROM EAVES. CMU WALL BELOW 1/2" GYP. BOARD i';; MSTAM-24 TYP. EACH SIDE OF EACH EMBEDMENT INTO FOUNDATION ONLY ON PT. FURRING STUD. REFER TO WALL SPLICE B C BRACE TO DETAIL FOR FLASHING O O � REQUIREMENTS (MSTA M -12's MAY BE USED AT ENDS WHERE HEIGHT IS LIMITED) NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD ISNOT A DIAPHRAGM 2X4 ATTACHED TO EA. GABLE 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS @ EACH END BRACE TO LEDGER DTC CLIPS (2) 8d NAILS INTO BLOCKING, (4) 8d 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP TRUSS TRUSS @ EACH WEB PLATE :- DTC CLIP, (2) 8d NAILS INTO a- BLOCKING; (2) 1/4"x 2 $/4" a DOUBLE TOP PLATE MASONRY WALL TAPCONS IN CMU. OR w EXTERIOR SHEATHING. OR LINTEL SEE; SIMPSON META16 ATTACH PER PLAN FROM PLAN TOP OF WALL TO BOTTOM 2x8 #2 SPF STUDS AT 16" O.C. STD CONDITION @ CMU MASONRY WALL 2x8 #2 SYP PT. BASE PLATE W/ OR LINTEL SEE + 1/2"x8" ANCHOR BOLT OR TITEN PLAN . HD @ 32" O.C. & 6" FROM EACH END It VAULTED CONDITION @ CMU SIMPSON DTC, (2) 8d NAILS 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) ATTACH 2x6 RAFTER TO 2x8 RIDGE BOARD WITH A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJACENT RAFTER TO OPPOSITE SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING �9< (THICKNESS PER PLAN) TO PRE-ENGINEERED TRUSS BELOW WITH 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24" O.C. MAX. FASTEN CONVENTIONAL 2x VALLEY RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT EACH RAFTER TO PLATE CONNECTION w C� 0 2 2X8 RIDGE _--_ BOARD 4_7 INTO BLOCKING, (4) 8d NAILS CONT. 2X4 UP TO 4'-8" NO BRACE REQUIRED TO TOP PLATE (1) 2X4 BRACE 7'-0" < H = 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H X14'-0" DTC CLIP, (2) 8d NAL INTO 14'-0" < H::r=18'-8" STRONGBACK W/ (2) 2X4 BRACE HEADER EACH SIDE w/ BLOCKING, (2) 1/4"x 2 3/4" 10d COMMON NAILS (11) 10d NAILS I TAPCONS IN CMU. OR DOUBLE 2x SYP #2 w/ 1/2" TRUSS TRUSS SIMPSON META16 SIMPSON H10A 2x4 SYP #2 BLOCKING, @ 24" O.C. A I SEE HEADER SCHEDULE FOR w/(2) 12d END NAILS @EACH END. TRUSS PER PLAN GABLE VERTICAL WALL SHEATHING PER PLAN LAY 2X4 BLOCKING OVER THE f CF01 FIELD FRAMED LINTEL PER PLAN e ` :' TOP OF THE BOTTOM CHORD. 2x WALL, SEE PLAN ,. ATTACH w/ (2) 10d NAILS @ 2ND 2X4 BRACE IF (U.N.O.) EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL F06 NON-BEARING WALL CLIP DETAIL TO FIELD VERIFY I CCONTRACTOR ONDITION IS REQUIRED CONTACT EOR 2x STUDS TYP. SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D BLOCKING 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) ATTACH 2x6 RAFTER TO 2x8 RIDGE BOARD WITH A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJACENT RAFTER TO OPPOSITE SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING �9< (THICKNESS PER PLAN) TO PRE-ENGINEERED TRUSS BELOW WITH 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24" O.C. MAX. FASTEN CONVENTIONAL 2x VALLEY RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT EACH RAFTER TO PLATE CONNECTION w C� 0 2 2X8 RIDGE _--_ BOARD 4_7 O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE BRACING CHART H CONT. 2X4 UP TO 4'-8" NO BRACE REQUIRED PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN (1) 2X4 BRACE 7'-0" < H = 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H X14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H::r=18'-8" STRONGBACK W/ (2) 2X4 BRACE HEADER EACH SIDE w/ 10d COMMON NAILS (11) 10d NAILS I DOUBLE 2x SYP #2 w/ 1/2" @ 6" O.C. I SIMPSON H10A ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR TO DIAGONAL w/(2) 16d NAILS. CONNECTION INFORMATION GABLE VERTICAL I STRONGBACK IF REQUIRED, SEE CHART N I FILLING AND BLOCKING AS f CF01 FIELD FRAMED I REQUIRED FASTENED TO STUD TYPICAL I DIAGONAL TO I HEADER w/ (2) ROWS OF 12d 2ND 2X4 BRACE IF (U.N.O.) @ 16" O.C. UNLESS NOTED i REQUIRED, SEE x I OTHERWISE CHART I I 2x STUDS TYP. NAILS BLOCKING A -A GABLE VERTICAL BRACING 2X4'S @ 24" O.C. HEADER (CENTERED Win TOP PLATE GABLE BRACING @ 48" O.C. NOT REQUIRED 6' FROM EAVES. A _ A EMBEDMENT INTO FOUNDATION ONLY VALLEY DETAIL SCALE: 3/4" = 1'-0" B C BRACE TO O O � BLOCKING GABLE END SHEATHINGFASTENPER 45' ' GABLE END SHEATHIN2 NOTE: CONTRACTOR TO NAIL 1st KING FASTEN PER PLAN. STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED TO DIAGONAL w/(2) 16d REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE NAILS. - PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT NAILING FLUSH AGAINST TOP PLATE 2 -ROWS 12d NAILS STAGGERED LI @ 12" O.C. EACH FACE OR GABLE BRACING @ 48" PRE ENG. TRUSS WHEN STUD LENGTH IS LESS THAN 12" USE 3 -ROWS 12d NAILS STAGGERED O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H -5- 7'-0" (1) 2X4 BRACE 7'-0" < H = 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H X14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H::r=18'-8" STRONGBACK W/ (2) 2X4 BRACE 2X4 BRACE IF LSTA30 STRAPS AT EACH I - V GREATER HEADER STUD WRAPPED OVER REQUIRED SEE TOP PLATE & NAILED TO CHART. HEADER EACH SIDE w/ 10d COMMON NAILS (11) 10d NAILS I DOUBLE 2x SYP #2 w/ 1/2" @ 6" O.C. I I FLITCH PLATE HEADER (U.N.O.), ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR PER WF08/SD4 CONNECTION INFORMATION GABLE VERTICAL I I FILLING AND BLOCKING AS f DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO STUD TYPICAL I I HEADER w/ (2) ROWS OF 12d 2ND 2X4 BRACE IF (U.N.O.) @ 16" O.C. UNLESS NOTED i REQUIRED, SEE x I OTHERWISE CHART I I 2x STUDS TYP. I 1/2" THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING HEADER (CENTERED Win TOP PLATE OR 6" FROM JAMB STUDS) w/ MIN 6" EMBEDMENT INTO FOUNDATION ONLY I @ BRG WALL LOCATIONS W/ UPLIFT O O � NOTE: pFNN PT BOTTOM PLATE ALL GABLE BRACING IS TO BE SYP#2 OR BETTER C I �U� -77- ALL S.ANFORD E03 GABLE END @ FLAT CEILING (GE02 GABLE BRACING F09 WALL HEADER DETAIL DETAIL SCALE: 1/2" = 1'-0" c w/ BOSTON HIP SCALE: 3/4" =1'-0" SCALE: 314" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. H d 0 04 W W LL O 1N111111/d W ®®� N /0®yg®o®0000000® m�e �' LO z z Cc Uj g z <C P`L O U „ , QCjO' r m w w f E z Q U o O U L) LL O O'C L) z O O Z O� CL a� Li U I- � Z a j 0 Q Iii W Z��r- O 0 -0wM E I- W (D QOwu�r c U Q Z 0 < CD p I- 05N�Z c J w w z w o v W �Qpp�vv� 1- z zNPW w p O wawzO U W Ww Q Ovi¢a F- wN� Q --I Z Z OLL N UNQ o � W C) F- 0 W uj CL2 z Q �! O z_ W 11 _ M z F_ a Z 0 U) 0'��V"� W O W 1 F- zn° Z m V ®w�. Q W w = jp U U) STRUCTURALENG: BED BAD Q DRAFTING: T - H z-STRUCT: DP w --- 0 QC CHECK CC F/_5LIJ -- JOB No. TM -2150317 SCALE: AS INDICATED ~ DATE: 04/06/15 SD3 _II ,__II L ,_ W.1 l j ---- 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ 2 1/4" 2x DBL TOP 15 „ v 0 1 NAIL AT BASE USING 2 ROWS OF 8d COMMON NAILS 3" O.C. „ O 2 PLATE BEYOND MIN. /32 SHEATHING w z O f) @ 3/8 SHEATHING PER X 4%" SIMPSON SDS SCREWS @ 16" O.C. MAX. - - PLAN - �- ATTACH TO GABLE END STUDS W/ (2) 1/4" X 31/2' o Q Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. CONNECTION PER PLAN _ - -- - - - - - - w SIMPSON SDS SCREWS @ 16 O.C. MAX. _ _ _ _ _ 0- y O NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS ° 'A' = NAIL Q IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 6 Tr 7I -IT - IT- �� 1 05 4 SPACING Q „ LEDGER W/ (2) 1/4 x 2 3/4 TAPCONS AT 12" O.C. I I I I I I I I I I I I O NAIL INT. W/ 8d COMMON NAILS @ 6 O.C. U.N.O. ON PLANS EXTERIOR WALL U11STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2" OR TRUSS III - - - - _ - _ - - - @ 3" O.C. 2X12 BOX HDR w/ 2x8's TOP & BOT.,40 0 WALL ° FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 III III I I I I I I I I 6O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER W/ 8d III III I I I I I I I SHEATHING TO 2X12 AT WALL TO BE FASTENED TO COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM A 1/2" Z SPLICE, SEE PRECAST LINTEL w/ (2)ROWS STAGGERED 12 2x4 SYP #2 OR PRE-ENGINEERED � III OPENING III I I I I I I I SPLICE DETAIL. w w O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. ROOF TRUSSES @ 24' O.C. MAX. 0 SEE PLAN DESIGNED FOR SHINGLE ONLY III III II 4 II II MAX 1/8" SPACE _ MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL SEE � III 3 III I II II II BETWEEN J PLAN i i � z ROOF SHEATHING ATTACHED PER PANELS NOTE: 0 NAILING SCHEDULE III TYP. III II II II II U_ 00 EXTERIOR SHEATHING O III AROUND III I I I I I I 2x STUDS BEYOND, � � 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT OPENING SEE PLAN FOR rx "- RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT STUD TRANSOM --- _ U -- I I III I I I I I I I I Q U_ --.� SLOPE AS REQ D SIMPSON 4 10d NAILS FOR CONV. MORE INFO w Z i- O AS NOTED ON PLANS. SHEATHING SPLICE, WINDOWS SEE i U H3 CLIP O III 71- - -TI- III II II I II w = - g BETWEEN EXTERIOR PLAN Z V FRAMED MEMBERS ONLY i III I I I �I I II I II II II II w O SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING &BLOCKING iUj III I( I I I I I I o O GYPSUM I 2X6 P.T. SYP. #2 CONT. w/ (2) _� II I _ � O STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS i i D 2x4 SYP #2 OR 1/4 X 4 TAPCONS @ 16 O.C. m FASCIA PER COMMUNITY SPECS � cn m WALLBOARD �'- 1=1 L �IL ISL _1I- - � _IL _1I O ,� REQUIRED BETWEEN STUDS. PRE-ENGINEERED ROOF _ _ - ^ - _ - - - - c) O 04 s� JOINT, MAX. LINTEL SEE SPACED EVENLY VERTICALLY TRUSSES 24" O.C. MAX. 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ - - O7 c 0 1/8" GAP PLAN • O (2) 1/4" X 41/2' SIMPSON SDS SCREWS @ 16" O.C. MAX. - - - - - - FLOOR SYSTEM LL NAILING PER J 4'-0" MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/" SCHEDULE PKT SGD - - w 2x BOTTOM PLATE 2X8 P.T. SYP. #2 TOP & SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2X4 BLOCKING ATTACH PER MANUF. SPECS a IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ N 3" O.C. TO 2x6 VERTICALS • LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS w W EACH END H (SDO1 SHED ROOF DETAIL F1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL PS01 HEADER SECTION POCKET o SCALE: 3/4"=1'-0" SCALE: 3/4" V-0" SGD W/ TRANSOM SCALE: 3/4"=1'-0" Z 1161lEo7y� LLI NOTES: e�` • '\ewe«.,«v��,��/i 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + � ' •«•y«Y���'� � W o 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION ++ tij ;'6u LL �•« p Q Z NOTE: 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) ®a 0 PLATE LENGTHS MUST BE AT 4) TOLERANCES. ALL DIMENSION TO BE HELD WITHIN / 1/ EDGE DISTANCE\'. - PIPE OR DUCT W/ PENETRATION PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's 2x4 #2 SYP BLOCKING ; ,� p Q OF MORE THAN 50% OF TOP LEAST 8'-0" LONG. TYP. TO BLOCK OUT TOP PLATE PER DETAIL FOR MORE INFOSEE TRUSS @ 24" O.C. w/ (3) 12d•"� h PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d 3 O.C. ATTACH W/ 2 10d NAILS O.C. NAILS @ EA. END ,� « J lk PSPN516Z W/ (12) 16d NAILS TYP. @ O 2 EDGE 3 EDGE 5 EDGE ALONG w/ ��� ««««.«°«« �,� � O (SOLID BLOCKlk CONNECTORS ��, o` LL TOP &BOT. 2x4 STUDS PER DOUBLE 2X4 TOP PLATE w 10d x 3" + ++ + +� DOUBLE 10d @ 3" O.C. FRAMING PLAN 10d x 3" + + + + TOP SPLICE COMMON D O : o 1%° .: 2X8 #2 SPF VERTICAL @ W 0 o m C9 w z 4" 4 24" O.C. w/ EXTERIOR ? = U SHEATHING & 4 12d • 4811 W 3 w w U 1n Q 2x4 #2 SYP P.T. @ EACH TRUSS w/ O 0 M/ - Q (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @EACH BRACING O tijj 10d x 3" _ c] TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS p III 07 48. �! ir) Cn 5„ in 4 1 /2' w U 2x4 BEYOND AGAINST COMMON a @ EACH VERTICAL Q /0� N 2x8 STUDS u, M C. O o U \_1 Od x 3 O O TRANSOM BETWEEN LINTELS TOP SPLICE COMMON z z w z SEE PLAN FOR w ' ci ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP OPP. SIDE U U m U ~ z O ¢ ¢ - LINTEL INFO CL U c O PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON V I I I I � I I z 1Od x 3" SLOPE AS REQ'D _ o EA. SIDE TYP. AT ALL EA. SIDE) TYP. AT ALL DOUBLE 2X8 aC OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ (2) U M tf 2x8 STUDS PER ° O.C. SPACED EVENLY 12 0 " --TOP PLATE a EXTERIOR CONDITIONS EXTERIOR CONDITIONS 10d x 3" NS @ p�'� FRAMING PLAN COMMON • VERTICALLY Z PKT. SGD 0 BOTTOM SPLICE TOP PLATE TRANSITION OPP. SIDE DEDAILANCE PER ATTACHMENT BY OVER STUD 2x6 O O(2) 2X6's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d � � (2) 2X4's (2) 2X86 „ O 's 2X COLUMN INSIDE PLY NAILS NAILED AT 8 O/C NAILS @ 4" O.C. TO 2x4 MEMBERS TYP. P. BRG WALL TCP PLATE SPLICE (� STAGGERED. OUTSIDE NAILS NAILED AT OUTSIDE 2X�S a 4FO „_ ,_,. (WFO 2x BUILT-UP STUD SCALE. 3/4 -, o (3) or (4) 2x COLUMN PS02 SECTION AT POCKET w COLUMN DETAIL SCALE: 3/4"=1'-0" ~ SLIDER SCALE: 3/4" =1'-0„ j SEE ROOF SHEATHING, v, STRUCTURAL SHEATHING (2) 2x TOP PLATE x x Q Z ATTACHED PER NAILING PLAN NAIL PER PLAN x x f� ci o `t SCHEDULE -- DOUBLE TOP PLATE (2) 2x BUILT-UP COL. Z C � z Iw- `" � o SIMPSON SP4 OR otj w cn _j � q 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O � z w 2x4 #2 SYP CONT. w/ (2) 16d SP2 @EACH STUD Z NAILS @ EACH END BLOCKING @ Q W COMMON NAILS EACH STUD OR a O Q O N SIMPSON LSTA30 w/ 24" O.C.w/ 2 UO 0 ~ W Z 10D0 c TRUSS MEMBER, TYP. (MAX.24" w 16d END NAILS w J co O z - PRE-ENGINEERED w (22) 10d NAILS (ALL CORNERCL O.C.). IF MASONRY, USE (2) 1/4" m EACH END J O CL 1�a TAPCONS w/ MIN. 2" FRAMING PLAN FOR EXTERIOR SHEATHING ) �- Z I- w W o ROOF TRUSS - SEE CONDITIONS STRAP EMBEDMENT @ 24 O.C. NAIL PER PLAN AROUND TALLER STUD _ < Q Ir- z E SPACING �/ SEE PLAN FOR PRE-ENGINEERED ROOF TRUSS - SEE FLOOR PLAN FOR Ldp U O Q a TRUSS OR ROOF SYSTEM SEE FRAMING PLAN FOR SPACING w 1 1 ,( CONNECTION x x Uj MORE BRG. WALL INFO U w w N H X zJ z0WN� WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN I I „ Q 0 U SEE PLAN (2) 2x TOP PLATE a. 2X8 #2 SPF VERTICAL @ 24 O.C. o F- FOR STUD SIZE & SPACING. W DOUBLE 2x BLOCKING w/ MIN W/ EXTERIOR SHEATHING O H MIN (2) 2x UNDER GIRDER 4 12d NAILS EACH END SEE WF06/SD3 TRUSS U.N.O. O @ ATTACHED PER NAILING U l-- LD02 LEDGER AT LOW ROOF FOR MORE a SCHEDULE END (4) 12d NAILS Q uw INFOR SIMPSON LSTA24 @ TOP & BOTTOM z W SCALE: 3/4 = 1'-0" EACH STUD p� 2X BRG WALL, SEE PLAN , 4. 2x8 w/ (2) 10d NAILS cwn/IT FOR STUD SIZE& SPACING. LINTEL SEE @EACH VERTICAL MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP TRUSS U.N.O. SEE PLAN FOR w/ (2) ROWS OF 10d NAILS • C7 PLAN — PKT SGD � -- PT POST (AS NOTED) CONNECTION CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8"' O.C. BY B E z BY BUILDER D SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET O IS INSTALLED THE SHORT SPAN STRAP IS4F1 SECTION AT DOUBLE BEARING4F1 WALL STEP BEARING (PS03 SECTION AT POCKET Z NOT REQUIRED. EXTERIOR BEAM AS NOTED SCALE: 3/4" =1'-0" FRAME WALL SCALE: 3/4" =1'-0" S L I D E R SCALE: 3/4" =1'-0" W HTS20 CLIP FROM POST TO BEAM _ M LAP BEAM PLYS AND NAIL AS SHOWN „ a Z ~ (5) 0.131 x 3 1/4 NAILS PER PLY 0 0 V HTS20 CLIP FROM POST TO BEAM 210, eco, Ili EXTERIOR BEAM AS NOTED ��FR<q ROOF SHEATHING, ��FR�gp ROOF SHEATHING, 0 w W A O rR� FASTEN PER PLAN rR� FASTEN PER PLAN W 0 PLAN VIEW @ TOP OF POST ss Ss 0 0 H 0 2x4 FRAMING 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE w 2 CO � PT POST (AS NOTED) - MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING ( Z m LEDGER LEDGER LU W PROVIDE (4)10d x 3" PROVIDE (4)10d x 3" + + U J 0 ABU POST NAILS AT JOINT NAILS AT JOINT U W BASE (AS NOTED) 10d NAILS @ 4" O.C. 2X6 FACIA 10d NAILS @ 4" O.C. 2X6 FACIA w O h- F— PER-ENG TRUSSES PER-ENG TRUSSES SEE TRUSS PLAN FOR •0 . 5/8" THREADED ROD w/ PER PLAN PER PLAN MORE INFO AND „ 2x8 #2 SPF VERTICAL @ U o NUT SET IN ADHESIVE SHEATHING ATTACHED SP4 TO EACH OVERHANG 24 O.C. w/ EXTERIOR TRUSS CONNECTION -- (2) 8d TOE NAILS TRUSS CONNECTION CONNECTION (2) 8d TOE' NAILS � STRUCTURAL ENG: BED /BAD PER PLAN TO LEDGER PER PLAN TO LEDGER PER NAILING SCHEDULE 2X4 PT LEDGER W/ ER / 2 °4 & (4) 12d NAILS EACH Q DRAFTING:----------------- - a SEE FOUNDATION 2X4 PT LEDGER w O TRUSS MEMBER Z i Q / PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS @ 2x FRAME WALL PER PLAN 16d NAILS 16'' O.C. �" w=STRUCT: DP 12" O.C. @ LINTEL SEE PLAN � QC CHECK. CC LJ ° i i / INFO ..... ...--......... _......._._....... --- \ u i PKT SGD ATTACHMENT w 2x8 w/ (2) 10d NAILS @ �u�Lp/N W JOB No. TM-2150317 —�� CONDITION @ CMU WALL CONDITION @ FRAME WALL` BY BUILDER EACH VERTICAL c = SCALE: AS INDICATED SANFORD H - . SIDE VIEW @BASE OF POST DATE: 04/06/15 (CDO1 CORNER COLUMN FRAMING4F11 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. °�A���-�1�c' SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SD4 '� n icopyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014: The information contained in this document s p p y Y p 3/4" SHEATHING 2x STUDS 1@ 16" O.C. SEE PLAN 2x4 STUDS @ 16" O.C. A TYP. (U.N.O.) SHEATHING PER PLAN SIMPSON LSTA30 STRAP SOLID SHEATHING 2x4 #2 SYP BLOCKING ATTACH PER NAILING EXT. FINISH SEE 1/2" GYP. BOARD (MAX 10° ANGLE) W/ (22) 10d yF @ HEADER @ 48" O.C. W/ (2) 12d SCHEDULE WALL. SHEATHING PER PLAN Fj• 3/4" SHEATHING TYP. ` ATTACH PER NAILING PRE-ENGINEERED ROOF NAILS. BEND STRAP OVER SIMPSON SP4 w/ (6) 10d W TOENAILS EACH END 2x STUDS @ 16" O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ 2x4 BOTTOM PLATE SCHEDULE TRUSS - SEE FRAMING PLAN TOP PLATE MIN. 3", THEN X 1 1/2" @ 24" O.C. I - SYSTEM 42 FLOOR (2) 12d AT 12" O.C. FOR LOCATION & SPACING RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE Q DECKING PER STUDS/ HEADER 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. FLOOR NAILING ATTACH SHEATHING TO «• f U,N.O. ON PLAN AT 12 O.C. RIBBON BOARD WITH (2) - EXTERIOR SHEATHING FROM (2) 2X HEADER - SEE 2ND AGAINST TRUSS MAX. SCHEDULE VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR (4) 16d NAILS RIBBON" ROWS 8d NAILS @ 3" O.C. TOP OF WALL TO BOT. RIBBON, • FLOOR PLAN FOR MIN. - .- - ------- If STAGGER ROWS 1.5" TRUSS STRAP -SEE NAIL PER PLAN N HEADER SIZE & REQ'D W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, --=--- TO EACH TRUSS SIMPSON`______FRAMING PLAN FOR -'r JAMB STUDS —j END STUDS @ 16" O.C. W/ (2) 16d (2) 8d NAILS @ 3 o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS (2) 2X SILL AT WINDOW w/ 2x « Q NAILS @ EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) ; ; CRIPPLE STUDS AT EACH END Z SYS. 42 FLOOR CONNECTOR SCHEDULE FOR EACH TRUSS MTS12 AT WOOD NAILED TO STUD PACK w/ 1Od NAILS IF HEADER IS UPSET W TRUSSES 24" CONNECTION 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN ; ; ❑ °� SEE CONNECTOR SEE PLAN FOR SIZE • ; @ 8 O.C. THEN STUDS @ 16 O.C. AND WINDOW IS LOWER: O.C. (MAX) ---- O.S.B. TO OVERLAP SILL ATTACH SILL w/ (2) 10d TOENAILS (1) 2x SILL PLATE w/ (2) W Z SCHEDULE FOR ANDREQ'D # OF DOUBLE 2X TOP .•`. PLATE 1 1/4" (MIN.) GYP. CLG. BD. CONNECTION LATTACH RIBBON TO STUDS PLATE AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. O 1/2" GYP. CLG BD OR '•':' EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS W - (2) 5/8" TYPE "X" WHEN �'..`:', 8d NAILS @ 3" Q.C. WALL 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN ❑ F- IN GARAGE SHEATHING TO BOTTOM RIGID D I P. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL PLATE NSU BETWEEN BEARING DIRECTLY OR FRAME WALL "� 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ OU 2X4 PT SILL PLT. IF KNEEWALL P.T. FURRING STRIPS ON SIMPSON MSTAM36 STRAP W/ DECKING PER FLOOR (2) 10d TOENAILS. (D 8" CMU WALL 8„CIMU ON MASONRY) SEE PLAN „ •” NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & OPENING LARGER THAN Z V NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. (10) 10d TO STUDS & (8) 1/4 X NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. • • (4) 1/4" X 2 1/4" TITENS IF FLOOR a' • 4FT (2) 2x SILL PLATE w/ LU 2-1/4" TITEN SCREWS TO •. FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, A35 CLIPS EACH SIDE w/ W 2 -STORY CONNECTION 2 -ST RY S 1 2 STORY WALL CONNECTION LINTEL COURSE. ;; FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON «. 2x CRIPPLES @ 16" O.C. m S1 S1 0 CONNECTION USE SIMPSON MSTCM60 • • CONNECTION INFO.. MSTCM60 STRAP w/(20) 16d SINKERS & Q . 11 _ " _ `, SCALE: /4.. = STRAP W/ (20) 16d SINKERS & «; SCALE. 314 1 0 SCALE. 3/4 - 1-0 CANTILEVER L 3 1 0 �" (14) 1/4 X 2 1/4 TITENS INSTEAD OF -"`• PLYWOOD SHEATHING ❑ @ PARALLEL WALL @ PERP. WALL - (14) 1/4' X 2-1/4 TAPCONS FOR « MSTA36 STRAP IF TITENS ARE NOT IN 'of TRUSSES 20" TO 26" DEEP .. ( ;" REQ'D T&B) O LINTEL COURSE OR INTO FILLED CELL (IF TITENS ARE NOT IN LINTEL ;; SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. �; SEPARATE SHEATHING o COURSE OR INTO FILLED CELL FOR MORE INFO UNDER WINDOW USE 1/4" X 1 3/4" TITENS) U.N.O. \ \ NOTE: • • SEE DETAIL WS11/SD5 w >;2nd FLOOR WALL; SEE PLAN \\ " FOR MORE INFO wFOR MORE INFO. IF CONTRACTOR TO PROVIDE PROVIDE BLOCKING STRAPS CALLED OUT WITHIN THIS DETAIL ARE \ •' « ADEQUATE WATERPROOFING. BELOW JAMBS IF FLOOR . « \\ ONLY REQUIRED WHEN INDICATED AS SUCH ON \ «. SHEATHING IS NOT U_ NO CONCRTE SLAB PERMITTED TRUSS IS NOT PRESENT \\ THE STRUCTURAL PLANS OR WHEN THE \ O CONTINUOUS TO BOTTOM OF \\ «« FLOOR TRUSS, CONTRACTOR STRUCTURAL SHEATHING IS NOT CONTINUOUS • • MASONRY WALL SEE \ «« TO INSTALL SIMPSON LSTA18 FROM TOP OF WALL TO BOTTOM OF FLOOR "� \ i' `O ®,`�Nllllll/®���' W PLAN FOR MORE INFO SYSTEM AND WHEN 3 OR MORE WINDOWS ARE • • \ �;,;. STRAPS FROM EA. STUD TO ty,,i IN A ROW ONLY JAMB STUDS BETWEEN • "- +•°•••••®®jam N TRUSS ( 2X TOP &BOT. IB(NS, �• WINDOWS) CENTER WINDOWS MUST HAVE CONT. •`1t► d° ••�'� �,� UJ o SEE ARCH DWGS FOR LSTA30 STRAPS TOP AND BOTTOM AND EACH . �' co 1 , 0 AN, Z z z TOPPING INFO SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE z CV �; PROVIDE BLOCKING .. d+1 ®. W U HANDRAIL BY OTHERS LOAD PLAN FOR MORE INFO BELOW JAMBS+� a » - fid' t C; Q „ SO GIRDER / COL. CONNECTION SO HEADER CONNECTION •® CL 3/4 PLYWOOD FLOOR °''••°..:•'® ��-� p w SCALE: 3/4" =1'-0" =0" o F- DECKING ATTACHED PER @ 2nd FLOOR @ 2nd FLOOR SCALE: 3/4" 1'- `'N U_ SLOPE NAILING SCHEDULE ROOF SHINGLES: 26 GA. GALV. FLASHING ROOF TILES: SLOPED BALCONY FLOOR TRUSS (12 TALL) (60/15/5 MIN. w 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES PRE-ENGINEERED ROOF LOADING) W/ LUS26 OR LUS46 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS TRUSS - SEE FRAMING PLAN <� 11 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 2218 TYPE 1) TO LEDGER FOR LOCATION & SPACING sy SIMPSON LSTA30 w/ (22) 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX SFT 10d NAILS (MAY BE O O 5. MIN. THICKNESS 0.0187 IN. SEE PLAN ° ° DOUBLE 2X TOP ANGLED UP TO 10°) SHEU SHEATHING ❑ t], 6. CHROMATE TREATMENT PLATE < ; e SOLID SHEATHING Z �' ;. ��O ,,M� o o e EXTERIOR SHEATHING @HEADER `�+ N PRE-ENGINEERED ROOF " " SEE WS11/SD5 FOR SIM. END FROM TOP OF WALL TO "O o M _ TRUSSES @ 24" O.C. .. X, CONDITION ° BOTTOM RIBBON SIMPSON SP4 w/ 6 w • o TRUSS ;STRAP - SEE ° o ATACHED PER NAILING � 10d x 1 1/2" 24"O H Z air LINTEL PER PLAN @ O C. C1 c p R-30 INSULATION FRAMING PLAN FOR o SCHEDULE EACH SIDE Q o CONNECTIONS ° ° OF WINDOW LOCATION _ TRUSS STRAP SEE ROOF 2x12 #2 SYP CONT. LEDGER W/ ° U PLAN ° ° (3) 1/4"x4-1/2 SDS SCREWS (2) 2x SPF TOP PLATE 0 EQUALLY SPACED o o O U -+Cb' VERTICALLY 24 O.C. AND o ° (2) 8d NAILS @ 3" O.C. TO Z ,q EA. END VERTICAL MIN. 2'° @ JAMB STUDS &FLOOR SEE PLAN FROM T&B) FLOOR PLAN FOR MIN. > TRUSS BELOW BEARING (2) 2X HEADER -SEE 2ND U)' SEE WS10/SD5 FOR / HEADER SIZE & REQ'D O `ADDITIONAL INFO STRUCTURAL COLUMN 'f JAMB STUDS 0- ALUM. DRIP EDGE 1/2" CEILING GYP. BD. SEE PLAN FOR SIZE 2X BOTTOM PLATE r DBL. TOP PLATE AND REQ'D # OF w DECKING PER DECKING PER STUDS 2x CONT. SUBFASCIA FLOOR NAILING FLOOR NAILING U VENTED ALUM. SOFFIT HDR. PER PLAN o SCHEDULE SCHEDULE FLOOR TRUSS SEE FLOOR TRUSS SEE U) o SEE WS06/SD5 FOR WINDOW ,,-- _ WINDOW AS SCHEDULEDBF01 SECTION AT BALCONY ° FRAMING PLAN FOR SILL /FRAME DOWN INFO FRAMING PLAN FOR ❑_ V J Z ° CONNECTION INFO (D ti o MIN 2x4 STUDS 16" O.C. CONNECTION INFO Q Z @ SCALE: 3/4 =1'-0" \ W Urn SEE PLAN FOR MORE INFO O < p- U W M E TEXTURED CEMTITUOUS P \ D O °� W z Co -' rn FINISH, 7/8" MIN. 1/2 GYP. BD. NOTE: y/ 1 SIMPSON LSTA30 /'_ r_ Q O c THICKNESS BOTTOM PLATE w/ O ° STRAPS CALLED OUT WITHIN THIS DETAIL ARE D - Q W z U 1= ❑ � o 2xSTRAP W/ (11) 10d TO \ ° U cc ONLY REQUIRED WHEN INDICATED AS SUCH ON \ O - O w z W SIMPSON LSTA30 w/ (2) 12d AT 12" O.C. STUDS ABOVE PLATE 0 I- cn _ � - ^ c ENGINEEREDX ° THE STRUCTURAL PLANS OR WHEN THE J (0 Z o: o 0 MID -SPAN BLOCKING U.N.O. ° STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 10d TO STUDS = Z Q O O d "t TRUSS c U.N.O. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. I- %� U) ❑ w w o WHEN3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB Q Z R-11 BATT INSULATION \ _ f1/ O Q v) �- z E 3/4" O.S.B. FASTEN PER PLAN LL z P \ STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST F- V wO a FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR LU 0 Q (6 Q FOR DEPTH AND DIRECTION FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN U LLI LL ~N J of BEAM SEE PLAN Q J IN— Z O U N a FLOOR SYSTEM DRAFT SU GIRDER / COL. CONNECTION SO HEADER CONNECTION SEE DETAILS ABOVE FOR STOPPING AT 1000 SQ FT REFER TO ROOF PLAN O TOPPING FOR CONNECTIONS SCALE: 3/4 -1-0 2nd FLOOR B SCALE: 3/4" =1'-0" U F- N MORE INFO. MAX: DRAFT S' @ 2nd FL. HIGH BM. @ OO GH BEAM MATERIALS MIN THICKNESS Q W SHALL BE 1/2 GYP BOARD Z LU OR 15/32" OR 7/16" OSB. BEARING ATTACH TO FLOOR TRUSS REFER TO PLAN FOR / T _ (2) SIMSON LSTA 1$ STRAPS (3) 2X STUD PACK ATTACH � � SEE PLAN w 8d NAILS A 16 O.C. TOP I BUILT-UP COLUMN INFO. O AND BOTTOM CHORDS CENTERED @FLOOR W/ (14) PER NAILING SCHEDULE •. 10d NAILS PRE -ENG. FLOOR SYSTEM - (2) SIMSON LSTA 18 C� LINTEL AS PER PLAN IF NO FLOOR SYSTEMSTRAPS CENTERED @ Z Q INSTALL KNEEWALL & ATTACH 2X STUDS W/ (4) 2X STUDS FLOOR W/ (14) 10d NAILS (3) 2X STUDS O PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE SHEATHING PER PLAN (2) 16d NAILS @ 6" O.C. J p WD. HD. HT. ATTACH 2X STUDS ❑ • ATTACH PER NAILING W/ (2) 16d NAILS @ 6" Z SEE PLAN SCHEDULE, O.C. w CONTINUOUS FROM _ 11 TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A Q BOTTOM PLATE. Z 4 Z A A WINDOW AS SCHEDULED i BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS BUILT-UP COLUMN INFO. STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO ACCOMODATE STRAP TEXTURED CEMTITUOUS FINISH, 1/2" MIN. WOOD BASE BOARD 1/2" DIA. THREADED ROD WITHIN GIRDERR>1 J THICKNESS ON CMU 3-1/2" CONC. SLAB (2500 6" FROM COLUMN - I SEE BRG WALL/ 2 -STORY WALL TRUSS PER PLAN p.s.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. (2) SIMPSON LSTA18 I OR FIBER REINF. CONC. ON 6 MIL. VAPOR BARRIER REFER TO FOUNDATION PLAN FOR FTG. INFORMATION STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS VERT. #5 IN FILLED CELL' I 3-1/2" CONC. SLAB SEE TRUSS LAYOUT FOR O FIN. FLR. - W1 0 HANGER (2) SIMPSON META16 FLOOR TRUSS TO ~ 0 F' MASONRY WALL °D �.SEE SHEET GRADE SDI FOR FTG DETAILS - I : %� ��_ I I=� • MASONRY WALL INFO. CLEAN COMPACTED Z m POISON TREATED FILL TRUSS PER 0 Z PLAN 4so TYPICAL WALL SECTION 4so 2 -STORY COLUMN "S,WALL TO FLOOR TRUSS 4so SECTION CORNER FRAMING AT ' - 2 STORY CMU / FRAME SCALE: 3/4" =1'-0" @ GIRDER SCALE: 3/4" =1'-0" CONN DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. SANFORD 1 1 SD5 0 J LU O W1 0 2X 2ND FLOOR STUDS ~ 0 F' SEE PLAN FOR MORE LU INFO. z Z m W 0 Z D� ❑ W W 0 W 0 I!— SEE FLOOR FRAMING ❑ PLAN FOR FLOOR 11 SYSTEM INFO. rY H — EXTERIOR U) STRUCTURAL ENG. BED / BAD SHEATHING FINISH Q DRAFTING W/ TOP OF MASONRY h- ATTACHED PER z -STRUCT: DIP -- - -- - NAILING SCHEDULE 0 QC CHECK: CC JOB No. TM -2150317 W SCALE. AS INDICATED h DATE: 04/06/15 SANFORD 1 1 SD5 it 1..aL' _ 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" NISH, PER 2x BASE PLATE w/ (2) 12d TOP & SP1 BASE. CONTRACTOR @ @ WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN W ARCH ARCHS NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & 2X8'5 @ 16" O.C. APPROVED BLDG. USE SIMPSON MTS12 OR LSTA18 TO BLOCKING SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON ROOF SHEATHING SPACING. MAX (U.N.O.) WRAP BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING SCHEDULE HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ (2) 12d GSEEERED SCHEDULE TOENAILS EACH END PLYWOOD FLOOR TRUSS 2X4 CONT. W/ (2) 12d Q MSTAM24 EACH SIDE r (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD 0 OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & SCHEDULE WALL BELOW W/ (9) PLATE w/ 1/2" EPDXY(2) 10d NAILS. SIMPSON H2.5 EA. U)1 L 0d NAILS AND 5 ;: ANCHOR BOLT OR UNDER WINDOW JAMBS TRUSS „ „ 2X6 #2 SYP CONT. LEDGER W/ (2) Y4 x3 F7J -2x8 #2 SYP SILL PLATE W/ ry O TRUSSPER 1/4"x2 3/4" TAPCONS J -BOLT W/ MIN, 7" USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS @ 16 O.C. MAX. & /2 EPDXY ANCHOR OR W Q (2) 2x SYP #2 PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE FLOOR TRUSS SEE PLAN 3" FROM EA. END - USE (3) SCREWS ALJ -BOLT @ 32" O.C. W/ MIN. OU BUILT-UP STUD PT 2x8 BOTTOM & 3" FROM EACH END TRUSS PLAN FOR FOR 24" O.C. 7" EMBEDMENT & 6" FROM COLUMNS PLATE O.S.B. TO OVERLAP CONNECTION INFO EACH END Z U LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO °° SIMPSON LUS26. USE -7 °° D (A 1x PT NAILER (MIN.) TRUSS. VERIFY W/ SHOP ° LUS26-2 FOR 2PLY TRUSS ° J m W LOW ROOF TRUSS SEE DRAWINGS PT FURRING AS TRUSS PLAN FOR °°. 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT REQ'D PER ARCHS CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) O w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS 8" CMU WALL a ° ° EXT. FINISH, PER ARCHS MASONRY 40O.C.) usE HETA16 OPT. TRUSS RECESS LEDGER LLO 0 N W W LEDGER AT GIRDERAFOAS1 (LD01„_ WALL SPLICE SECTION COMBO (LD03 SECTION AT OPEN TO ABOVE , „ SCALE. 3/4 —, -0 TRUSS SCALE: 3/4” _ ,'-o" LEDGER SCALE: 3/4" _ ,'-0° �� 1Q11111 P r � 1 /t®,/� ®�% ✓so LL1 v DETAIL „ SCALE: 1 1/2"=1'-0 Cq �00 Ln to v® Z W EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 ATTACH PER NAILING TOP &SP1 @BASE. LSTA19 SHEATHING PER 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT 2X4 #2 SYP NAILER TO STUDS W/ G ' �" °� "" U "; w, — ®' SCHEDULE OR MTS12 MAYBE USED @ BASE. 2X8 @ 16" O.C. -SEE FRAMING EXT. SHEATHING ATTACH PER 2x4 NAILER w/ (2) PLAN ATTACH PER NAILING SCHEDULE BAYS @EACH DIAGONAL AS SHOWN. FASTEN ROOF SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. :. � °°��� p NAILING 10d NAILS 16" O.C. @ (2) 2X4 #2 SYP BLOCKING W/ PLAN FOR MORE INFO. SCHEDULE SHEATHING TO BLOCKS w/8d INFORMATION ROOF AND EXTERIOR Q®o �� �C -� O ®®®///°81911 SIMPSON HUC24-2 EA. END 2X BLOCKING W/ (2) 12d 2x4 STUDS @ 16" O.C. NAILS @ 6" O.C. SHEATHING ATTACHED _ ~ w1 LL W/ (4) 10d & (2) 10d NAILS. TOENAILS EACH END PER NAILING SCHEDULE USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d 1/2" GYP. BOARD UNDER WINDOW JAMBS. NAILS @ 12" O.C. (5) 16d NAILS BRACE _ __ __ 2X8 #2 SYP CONT. LEDGER W/ ___ w 2x4 BLOCKING BETWEEN SIMPSON H10A @ EACH TO BLOCKING SIMPSON H2.5 _ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 2 TRUSS TO STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH LEDGER (4) NAILS F O EACH END FOR MORE INFO: ALL AD ROD ADJACENT DIAGONAL, FASTEN TO DIAGONAL w/ (2) 16d NAILS /axx3 SDS WOOD SCREWS @ 16 AT ACSIDE G TALL @ 48" O.C. O.C. MAX - EQUALLY SPACED & 3" FROM END OF LEDGER QO7. jo N TRUSSES PER PLAN -USE (3) < . -- SIMPSON LUS26 OR IF 2 -PLY cli o 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED ° LEDGER '°" TRUSS SIMPSON LUS26-2 W r w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" CONNECT TO DOUBLE TOP PLATE w/ 16d NAILS WALL BRACING @ 48" O.C. MAX. 45° FROM RECESSED INTO TRUSS. VERIFY SEE FLOOR FRAMING PLAN & TRUSS TO LEDGER w CL ;Z)ci 0 z ;_ C O EMBEDMENT @ 32'" O.C. & 3" FROM EACH END @ 6" O.C. o HORIZONTAL (+/- 10) BRACE NOT REQUIRED EAVES. w/ SHOP DRAWINGS WS11/SD5 FOR MORE INFO. VERIFY PLAN FOR LOCATION Q U o , (2) 2X4 TOP PLATE 6' FROM AND DIRECTION (IF PARALLEL $' CMU WALL, TYP. w c� °< PRE-ENGINEERED TRUSS -_jtf SEE WS10/SD5 FOR BLOCKING 04t' SEE FRAMING PLAN FOR ° C.M.U. WALL °° 2X BEARING WALL WITH ROOF LOAD" (MIN.) O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" MIN. INFO: cn Z SPACING & CONNECTION a, SEE PLAN ° WALL PER PLAN C1_1 OPT. TRUSS RECESS LEDGER O • NFO M.M.U. nO 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. O 0 "VS,SECTION AT RAISED F1 SECTION AT OPEN ABOVE4F1 2 STORY FRAME WALL LD04 SECTION AT LOW ROOF - W BRACING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" U H E E L TRUSS SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0" a U)01 SEE PLAN FOR DEPTH r ^ Z (D A OF LANDING ¢ o PLYWOOD SHEATHING O 0 Z O ui cNY, E Z OL STANDARD (3) 2X12 OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES SEE TRUSS PROFILE/ARCH PLAN O U O � Q w Z n � 0 o�j F- Z _ u r Z U 000 :te 0 I- � z ^ c 1 2 O 2x SPF I TOP PLATES I STRINGERS w/ SIMPSON 12 FOR MORE INFORMATION J U5 J cn W Z n! o 8 I I I I A35/USP MP34 CLIP TO FLOOR SYSTEM & _. ' �, 2x8 #2 SYP JOISTS @ PRE ENGINEERED WD TRUSSES 24" O.C. W _ � <C 0 0 I- :S co �= g am c COz i- 2 w ui o LANDING FRAMING „ LANDING @ 16 O.C. w/ _ z Q � to F' Z E 0 Q z _ FIBERGLASS SHINGLES OR F- 0 U (2) 2x HEADER I I STUDS SEE PLAN I o SIMPSON A35/USP MP34 Z OR LUS26 HANGER ON TILE VERIFY WITH ELEVATION U O O Q a= SEE FLOOR PLAN FOR MORE I 12x I I I I (2) 2X12 REQ'D @END OF O z EACH SIDE TRUSS ANCHOR (SEE PLAN) 0 W Ia. N J O 0 U N Q INFO I I I LANDING FOR STRINGERS z g ROOFING FELT LL _ VJ 0 TO CONNECT TO w/ (2)o STRUCTURAL O U N SIMPSON A35/USP MP34 w APA SHEATHING OW EACH END TO LEDGER W � ATTACHED PER NAILING SCHEDULE Q W SEE PLAN FOR MASONRY Z B I I I WALL OR WOOD WALL p= MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE W 2x SPF I END OF LANDING w/ MIN. (6) O BASE PLATE 16d NAILS FROM LEDGER TO - STUD PACK ��• 2x8 #2 SYP (P.T. IF MANSONRY (2) 2x HEADER SEE PLAN FOR O ? PRE-ENGINEERED I I II FLOOR SYSTEM WALL) CONT LEDGER w/ (3) 16d O.H. MORE INFO & CONNECTIONS Q KNEEWALL OR BEAM I PLAN 3/4" PLYWD. DECKING NAILS @ 16" O.C. MAX. TO VIEW @LANDING EACH STUD. ((2) 1/4" x 3 1/2" TITENS@ 16" O.C. MAX. FOR MASONRY WALL) MASON SEE 2nd FLOOR PLAN FOR APPROPRIATE HEADER DETAIL SEE ELEV.WINDOW SEE PLAN FOR LOCATION 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO o Z D (2) 2x SPF I I I TOP PLATES I I MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR W M 11 GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL i— M SPACED 1/2" x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE Z B STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW H Z 0 SEE I I I FLOOR SYSTEM PER PLAN NAILS WALL SHEATHING IS STOPPED BELOW ROOF SEE LD02/SD4 FOR MORE INFO iF TRUSSES Cn _ 0 -J (� 2x STUDS PLAN (2) 2x HEADER I I I LINE ARE PARALLEL TO WALL W I SEE FLOOR PLAN FOR MORE I ROOF SHEATHING ATTACHED PER NAILING O W W 0 1 INFO I RISERS PLYWOOD FLOORING SEE SCHEDULE W 0 0 Z 2x P.T. BASE PLATE SEEFOR FLOOR FRAMING PLAN MORE INFO O _ M Z BEARING SCHEDULE TREADS 2x BASE PLATE w/12d @ 24" O.C. w 0 I I I FOR A.B. INFO T0 FLOOR SYSTEM BELOW (� 0 �� SEE PLAN FOR I \ — WI=— WW ' DIRECTION& MORE SEE FOUND. PLAN FOR FTG. REQ. 2x12 STRINGERS ONE INFORMATION A ON EACH SIDE AND ~ „ „ 1/2 THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4-2 ATTACH A ON FLOOR PLANS FOR C TOP PLATE TO HEADER WITH LSTA12 BENT ONE @ MID -SPAN FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS U) Q STRUCTURAL ENG: BED / BAD DRAFTING. SCHEDULE LOCATION &CONNECTION INFO MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE Z STUD AND (5) 10d NAILS INTO HEADER -STRUCT: DP QC CHECK: CC - - --—-- JOB No. TM -2150317 DSEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST B JACKS /KINGS # OF STUDS TO FLOOR HEADER CONTACT EOR TO �Lc�iNG, 9 MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE OF STRINGERS. FASTEN TO SA.NFORD = — -- -- SCALE: AS INDICATED FLOOR w/(4) 1/4"x3" TAPCONS DATE: 04/06/15 EXTERIOR SHEATHING F1 2nd STORY INTERIOR BRG. ATTACHED PER NAILING SCHEDULEF1 (SR01 GENERAL LANDING&PROVIDE TYPICAL WALL FOR EXTERIOR 2 STORY WALLS & EXTERIOR SCALE:3/4"=1'-0" STAIR FRAMING SCALE: 3/4" = 1'-0" INFO 1WALL SD6 SECTION SCALE:3/4"=1'-0" COPYRIGHT MCD 2014• The information contained in this document is copY 9 ri hted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. z ON EACH SIDE � LEDGER W/ (2) 1/4" X Z U 2X6 #2 SPF RIM BOARD - W go 161/O1C MAX INTOS @ o � D (A d 6" MIN. RIMBOARD W/ (3) 16d NAILS INTO m D r o STUDS OR FLOOR o JOISTS Q s} 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH o 12" O.C. W/ (3) 16d END END UNDER O NAILS FROM RIM JOIST PLATFORM ° 0 TO JOISTS W/ 2X6 MID 0 SPAN BLOCKING w 2X6 #2 SPF @ 12" O.C. - -- - (2) 2x BEAM PER 2xJOIST (P.T. IFMAX6'-o" N SCHEDULE REQ'D 4'-0" MAX ATTACHING TO w W @ SEE PLAN FOR END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT o in,ADDITIONAL BEARING H STRINGERS TO LEDGER w/ 3 16d MID SPAN BLOCKING O Z WALL INFORMATION MAX 6'-a� LL p CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO SEAR DIRECTLY ON DEPTH W/ (3) 1 O TO EACH STUD. ((2) 1/4" z rSTON4� ELEVATOR TEMP. FLOOR BUILT UP COLUMNS MIN 7/16" FLOOR PLATFORM DETAIL 1' � ®��1111111//,0!' u.i "t •ease ,'p O TOENAILS EACH END x 3 1/2 .TITENS @ 16 � BELOW O.C. MAX. FOR Cl):, J r• 3/4"=1'-0 SHEATHING '��,/ ✓ a 10 MIN. - PAN VIEW ('� DEGREE TURN LANDING MASONRY WALL) � � e•�p•� ••••.•�,�,�of 14t A A L 90 G 2x4 CONT. TOP PLATE: %o c;� C� w SEE SCHEDULE FOR MAX WIDTH OF LANDING 3Y2 ATTACH TOP PLATE TO 2x4 CONT: TOP PLATE. • W6. cv Z Z 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE 32.. (ATTACH TOP PLATE �`', a ..j ®. U _ MIN. (3) 2x SYP #2 24" O.C.TO ' STUDS REQ'D END NAILS TOE NAILS 3/4" 16d •• dL SEE ARCH PLAN • Q @ 2x4 #2 SPF STUDS @ \ °v MAX. 4'-0" ABOVE FLOOR Q OF LANDING W/ MIN. 6 3/4 PLYWOOD OR OSB •®� +�' �n Q O SEE PLAN FOR DEPTH x x 24 O.C. W/ (2) 12d • • 16d NAILS FROM SHEATHING OVER 2x6 VERTICAL @ 6'-0" TOENAILS BOTTOM 2x4 #2 SPF STUDS@ Ai w� `'••e• �° J _j OF LANDING NOTCH SILL PLATE � LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL' O.C. MIN. AND @ ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) 24" O.C. EVERY OTHER ® ��°° U - PACK PER GENERAL FLOOR �� � - 111111 - OPENING. W/IN 1 Od NAILS @ 4 O.C. NOTCH SILL AND STUD TO BE ®d+® ®®®� CONSTRUCTION HANDRAIL KNEEWALL PLYWOOD FLOORING (NOTCHED @ 2x6 TO ALLOW VERTICAL ATTACHED TO I -JOIST NOTES VERTICAL LOCATIONS). BELOW (OTHERWISE w 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR MID SPAN BLOCKING NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO TOENAILS @BOTTOM) U ~� TO MATCH JOIST PLYWOOD SHEATHING O ACCOMMODATE 2x O \„ \, DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING ATTACH 2x6 VERTICAL _ U STANDARD (3) 2X12 w TOENAILS EACH END IF ATTACHING TO ATTACHED PER 2x6 VERTICAL AND TO I -JOIST W/ (3) %" x 3" 2x4 SILL PLATE W/ (2) 0 ,.;; �'% c� SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 16d TOE NAIL EA. Q ''j N, SIMPSON A34 / A35 U CONSTRUCTION SECTION X -X @ ANY OPENING EQUALLY CONT. BRACE & 10d M O o CLIP TO FLOOR a 16 O.C. NOTES 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + NAILS @ 4" O.C. TO w • o I -JOIST TO OUTSIDE FLOOR SHEATHING SYSTEM &LANDING o z MAX ATTACH TOP PLATE TO 3� 4%" +8' + d CO r -z FRAMING w BEAM @END OF STUDS 2/ (2) 16d TOE '�`�` FACE OF JOIST + + Q o N 0 L -w u- ATTACH 2x4 TO i -JOIST Q, LANDING PER NAILS + + ,� • _ SCHEDULE 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + W/ (2) Y4 x3 SDS E N.T.S. SCREWS EQUALLY CD � w a 24 O.C. W/ (2) 12d 1�� '�'� � (w TOENAILS BOTTOM 32 °s,, U SPACED & CENTERED SEE PLAN FOR SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE IN I -JOIST Z,Li MASONRY WALL OR FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN, WOOD WALL STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR 8" WIDE WEB S2 O rr SIMPSON A35 NAILS STIFFENER @ 48" O.C. O X X (@ EA. BRACE) w/ (2) a m B BKA CONNECTIONS 2x4 #2 SPF SILL PLATE I ROWS OF 10d NAILS W/ (2) 1 O NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR @ MASONRY WALL OR O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) 3" O.C. NOTE: tY % TOENAILS BOTTOM 1Od NAILS @ 4" O.C. STIFFNER TO BE FRAME WALL BEYOND (2) SIMPSON LSTA24 � (NOTCHED @ 2x6 FLUSH w/ OUTSIDE OF (2) 2x BEAM PER NOTCH SILL AND VERTICAL LOCATIONS). BOTTOM CHORD 2x JOIST (P.T. IF STRAP (1 EA. SIDE OF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO STUD) EVERY 48" O.C. PLYWOOD FLOORING to Z TO ALLOW VERTICAL �_ END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM � A TO 1 LEDGER TO SLIDE DOWN TO Q 0 r�` a STRINGERS TO @ 16"O.C: W/ SIMPSON LEDGER w! (3)16d D �7 L7 !'1�V� L G f� FLOOR BEAM CONDITION � �. CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. FLOOR BEAM SEE FACE OF I -JOIST U_ W z rn o TO BEAR DIRECTLY ON PLAN O Uj N ON EACH SIDE TO EACH STUD. ((2) 1/4 2x6 VERTICAL AND BUILT UP COLUMNS x 3 1/2" TITENS 16" @ 6'-0" O.C. & @ ATTACH 2x6 VERTICAL O J 06 � Z � � � P BELOW O.C. MAX. FOR @ ANY OPENING o MASONRY WALL) STRINGERS TO BE TO 1 -JOIST W/ (3) Ya x 3 Q Q Z U 2 o US E A -A PLAN VIEW @ 180 DEGREE TURN LANDING NOTCHED AT LANDING SDS SJ WOOD SCREWS EQUALLY 2 I -JOIST SEE PLAN 0 0 W z CD w x z o 0 SEE SCHEDULE FOR MAX WIDTH OF LANDING SPACED/CENTERED IN w � W 0 Q O p v ca (3) 16d TOENAILS I -JOIST TO OUTSIDE Q (AUj 0 x 2 "- \ ST02 HANDRAIL CONNECTION AT FLOOR BEAM FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR _ Q 0 U � z ULJ E HEIGHT OF STAIRS A35 @ EA. STRINGER PARTY WALL OR CONTRACTOR TO AT LANDING TO LANDING (#2 SYP) STANDARD(3)2X124- - ELEVATOR WALL SEE CONSTRUCT PANELS 8'-0" (2) 2x12 MIN. (3) 2x SYP #2 STRINGERS 1N/ MAKE PANELS WIDTH PLAN TO SLIDE INTO THE 4'-0" W STUDS REQ'D @ END SIMPSON A34 CLIP TO OF ELEVATOR DOOR BOTTOM CHORD ELEVATOR SHAFT (2) 2x12 � OF LANDING W/ MIN. (6) FLOOR SYSTEM 2x6 4'-0" , THRU DOOR OPENING, TO TRUSS W/ (3) Y4" x 3" (3) 2x12 16d NAILS FROM BLOCK OR 101-01 MIN. 7/16" SHEATHING 1 3 2 * WIDTHS MAY VARY. BEAM/FLOOR TRUSS � LEDGER TO STUD 4'-0" PER PLAN W/ 8d RING SHANK PANELS 1 AND 2 TO BE 2x12 9'-0" PACK 2x8 MIN 8 " BEARING FOR NAILS @ 6" O.C. ON INSTALLED AND 2x6 HEIGHT AND PLAN CENTER PANEL. ALL EDGE AND 12" O.C. IN SHIFTED OUT TO (2) 2x12 ..__ .... _...--- --- --- ---- _ _._..- ....... WITHIN SUPPORT '— LINE UP 2xJOIST IN OTHER PANELS TO FIELD ALLOW FOR PANEL 3 Q (3) 2x12 LINE WITH MIDDLE BEAR ON LEDGERS (2) 2x12 (WHICH IS LONGER) TO H ON EACH SIDE AND STANDARD (3) 2X12 2x12 STRINGER TO BE HEADER AND �--- ATTACH PLATFORM TO BE INSTALLED LAST (2) 2x12 A SUPPORT STRINGERS W/ UTILIZED AS BLOCKING 2x6 LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING 0 U (2) 2x12 SIMPSON A35 / A34 TO LANDING (1) 2x12 (1) 2x8 SDS SCREWS @ 12" EVERYTHING - i I I CLIP TO FLOOR 2x JOIST (P.T. IF STRINGER O.C. ON ANGLE TYP. TOGETHER. W Z SYSTEM & LANDING FRAMING 2xJOISTS LANDING @ ~~` FLOOR SY M MID SPAN BLOCKING p O I— 2x12 STRINGERS ONE 0 @ 16''O.C. W/ SIMPSON T NAILS @ 16" O.C. MAX. W/ (2) 12d TOENAILS O TO EACH STUD. ((2) 1/4" Z A35 OR LUS26 HANGER 0 2X6 42 SPF CONT x 3 1/2" TITENS @ 16" U U - z ON EACH SIDE � LEDGER W/ (2) 1/4" X Z U 2X6 #2 SPF RIM BOARD - W go 161/O1C MAX INTOS @ o � D (A d 6" MIN. RIMBOARD W/ (3) 16d NAILS INTO m D r o STUDS OR FLOOR o JOISTS Q s} 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH o 12" O.C. W/ (3) 16d END END UNDER O NAILS FROM RIM JOIST PLATFORM ° 0 TO JOISTS W/ 2X6 MID 0 SPAN BLOCKING w 2X6 #2 SPF @ 12" O.C. - -- - (2) 2x BEAM PER 2xJOIST (P.T. IFMAX6'-o" N SCHEDULE REQ'D 4'-0" MAX ATTACHING TO w W @ SEE PLAN FOR END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT o in,ADDITIONAL BEARING H STRINGERS TO LEDGER w/ 3 16d MID SPAN BLOCKING O Z WALL INFORMATION MAX 6'-a� LL p CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO SEAR DIRECTLY ON DEPTH W/ (3) 1 O TO EACH STUD. ((2) 1/4" z rSTON4� ELEVATOR TEMP. FLOOR BUILT UP COLUMNS MIN 7/16" FLOOR PLATFORM DETAIL 1' � ®��1111111//,0!' u.i "t •ease ,'p O TOENAILS EACH END x 3 1/2 .TITENS @ 16 � BELOW O.C. MAX. FOR Cl):, J r• 3/4"=1'-0 SHEATHING '��,/ ✓ a 10 MIN. - PAN VIEW ('� DEGREE TURN LANDING MASONRY WALL) � � e•�p•� ••••.•�,�,�of 14t A A L 90 G 2x4 CONT. TOP PLATE: %o c;� C� w SEE SCHEDULE FOR MAX WIDTH OF LANDING 3Y2 ATTACH TOP PLATE TO 2x4 CONT: TOP PLATE. • W6. cv Z Z 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE 32.. (ATTACH TOP PLATE �`', a ..j ®. U _ MIN. (3) 2x SYP #2 24" O.C.TO ' STUDS REQ'D END NAILS TOE NAILS 3/4" 16d •• dL SEE ARCH PLAN • Q @ 2x4 #2 SPF STUDS @ \ °v MAX. 4'-0" ABOVE FLOOR Q OF LANDING W/ MIN. 6 3/4 PLYWOOD OR OSB •®� +�' �n Q O SEE PLAN FOR DEPTH x x 24 O.C. W/ (2) 12d • • 16d NAILS FROM SHEATHING OVER 2x6 VERTICAL @ 6'-0" TOENAILS BOTTOM 2x4 #2 SPF STUDS@ Ai w� `'••e• �° J _j OF LANDING NOTCH SILL PLATE � LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL' O.C. MIN. AND @ ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) 24" O.C. EVERY OTHER ® ��°° U - PACK PER GENERAL FLOOR �� � - 111111 - OPENING. W/IN 1 Od NAILS @ 4 O.C. NOTCH SILL AND STUD TO BE ®d+® ®®®� CONSTRUCTION HANDRAIL KNEEWALL PLYWOOD FLOORING (NOTCHED @ 2x6 TO ALLOW VERTICAL ATTACHED TO I -JOIST NOTES VERTICAL LOCATIONS). BELOW (OTHERWISE w 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR MID SPAN BLOCKING NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO TOENAILS @BOTTOM) U ~� TO MATCH JOIST PLYWOOD SHEATHING O ACCOMMODATE 2x O \„ \, DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING ATTACH 2x6 VERTICAL _ U STANDARD (3) 2X12 w TOENAILS EACH END IF ATTACHING TO ATTACHED PER 2x6 VERTICAL AND TO I -JOIST W/ (3) %" x 3" 2x4 SILL PLATE W/ (2) 0 ,.;; �'% c� SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 16d TOE NAIL EA. Q ''j N, SIMPSON A34 / A35 U CONSTRUCTION SECTION X -X @ ANY OPENING EQUALLY CONT. BRACE & 10d M O o CLIP TO FLOOR a 16 O.C. NOTES 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + NAILS @ 4" O.C. TO w • o I -JOIST TO OUTSIDE FLOOR SHEATHING SYSTEM &LANDING o z MAX ATTACH TOP PLATE TO 3� 4%" +8' + d CO r -z FRAMING w BEAM @END OF STUDS 2/ (2) 16d TOE '�`�` FACE OF JOIST + + Q o N 0 L -w u- ATTACH 2x4 TO i -JOIST Q, LANDING PER NAILS + + ,� • _ SCHEDULE 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + W/ (2) Y4 x3 SDS E N.T.S. SCREWS EQUALLY CD � w a 24 O.C. W/ (2) 12d 1�� '�'� � (w TOENAILS BOTTOM 32 °s,, U SPACED & CENTERED SEE PLAN FOR SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE IN I -JOIST Z,Li MASONRY WALL OR FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN, WOOD WALL STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR 8" WIDE WEB S2 O rr SIMPSON A35 NAILS STIFFENER @ 48" O.C. O X X (@ EA. BRACE) w/ (2) a m B BKA CONNECTIONS 2x4 #2 SPF SILL PLATE I ROWS OF 10d NAILS W/ (2) 1 O NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR @ MASONRY WALL OR O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) 3" O.C. NOTE: tY % TOENAILS BOTTOM 1Od NAILS @ 4" O.C. STIFFNER TO BE FRAME WALL BEYOND (2) SIMPSON LSTA24 � (NOTCHED @ 2x6 FLUSH w/ OUTSIDE OF (2) 2x BEAM PER NOTCH SILL AND VERTICAL LOCATIONS). BOTTOM CHORD 2x JOIST (P.T. IF STRAP (1 EA. SIDE OF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO STUD) EVERY 48" O.C. PLYWOOD FLOORING to Z TO ALLOW VERTICAL �_ END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM � A TO 1 LEDGER TO SLIDE DOWN TO Q 0 r�` a STRINGERS TO @ 16"O.C: W/ SIMPSON LEDGER w! (3)16d D �7 L7 !'1�V� L G f� FLOOR BEAM CONDITION � �. CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. FLOOR BEAM SEE FACE OF I -JOIST U_ W z rn o TO BEAR DIRECTLY ON PLAN O Uj N ON EACH SIDE TO EACH STUD. ((2) 1/4 2x6 VERTICAL AND BUILT UP COLUMNS x 3 1/2" TITENS 16" @ 6'-0" O.C. & @ ATTACH 2x6 VERTICAL O J 06 � Z � � � P BELOW O.C. MAX. FOR @ ANY OPENING o MASONRY WALL) STRINGERS TO BE TO 1 -JOIST W/ (3) Ya x 3 Q Q Z U 2 o US E A -A PLAN VIEW @ 180 DEGREE TURN LANDING NOTCHED AT LANDING SDS SJ WOOD SCREWS EQUALLY 2 I -JOIST SEE PLAN 0 0 W z CD w x z o 0 SEE SCHEDULE FOR MAX WIDTH OF LANDING SPACED/CENTERED IN w � W 0 Q O p v ca (3) 16d TOENAILS I -JOIST TO OUTSIDE Q (AUj 0 x 2 "- \ ST02 HANDRAIL CONNECTION AT FLOOR BEAM FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR _ Q 0 U � z ULJ E BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS ' SEE ARCHS. FOR MAX. 2x8 8'-0" (2) 2x12 RISE OF STEPS AND 6'-0" 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 11'-0" (2) 2x12 2x6 -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH TO TRUSS W/ (3) Y4" x 3" (3) 2x12 2x8 BLOCK OR 101-01 (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING 9 X066 \ 2x6 HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 2x8 WITHIN SUPPORT 8'4" (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @ MID -SPAN A (2) 2x12 A SUPPORT 8'41 (1) 2x12 (1) 2x8 2x6 NFORMATION. A34 @ EA. STRINGER 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO i I I 2x JOIST (P.T. IF STRINGER I I i ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3)16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I i l I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I IIII x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS ' (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12'4" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" TO TRUSS W/ (3) Y4" x 3" (3) 2x12 2x8 86-011 101-01 (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9 X066 (1) 2x1.2 (1) 2xg 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 T-0" 8'4" (1) 2x12 (1) 2x8 2x6 5'-0 " (3) 2x12 2x12, 9'-0" ' (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'41 (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" N.T.S. F_ zo O < p Z 3/4"=1'-0" w Q U LL. W W fV J Z J Z OwNQ V211 _j � O� V SEE ARCH PLAN I I 2x4 CONT. TOP PLATE O MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO UF— STUDS W/ (2) 16d TOE d Uj W 2x4 #2 SPF STUDS X X NAILS ? _ O.C. 24 SILL PLATE W/ (2) � w � 2x6 VERTICAL @ 6'-0" x2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY1 Od NAILS @ 4" O.C. 24" O.C. W/ (2) 12d O (NOTCHED @ 2x6 OPENING W/IN TOENAILS BOTTOM HANDRAIL VERTICAL LOCATIONS): — HANDRAIL NOTCH SILL PLATE Z ALL FOR VERTICAL '�— NOTCH SILL AND PLYWOOD FLOORING 0 Q TO ALLOW VERTICAL 0 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO p NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Z @ ANY OPENING 2x4 CONT. TOP PLATE w 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE H TO STUDS W/ (2) 16d 0 TO TRUSS W/ (3) Y4" x 3" 31/2 TOE NAILS DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS � Z 0 SECTION X -X N.T.S. EQUALLY = 0 SPACED/CENTERED IN 2x4 #2 SPF STUDS @ 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER 3 W V ATTACH TOP PLATE TO1 FACE OF TRUSS STUD TO BE O W W 0 1 STUDS W/ (2) 16d TOE 3z ( ATTACHED TO TRUSS 0 11- NAILS ( BELOW (OTHERWISE 0 U jk SEE ARCH PLAN ATTACH W/ 2 12d Z Z MAX. 4'-0" ABOVE FLOOR ( TOENAILS @ BOTTOM) L "� 2x4 #2 SPF STUDS @ (n U) OJ Z 24" O.C. W/ (2) 12d X X NOTCH FLOOR 2x4 SILL PLATE W/ (2) W >. CO 0 TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. W n Q W _ ACCOMMODATE 2x ( CONT. BRACE & 10d O�- BASE PLATE PER FLOOR PLANEQUALLY--- - NOTE: � SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED 1N TRUSS SEE PLAN - _ --- -- - _. --- SA,i�-'ORO I- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 04/06/15 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL iiii �� (ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. rSTO3� HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE -Russ PARALLEL To FLOOR PERPENDICULAR TO FLOOR ` 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) I ST1 ' T INC.n use duplication, or transfer of these documents without the expressed, written consent of MONTH ' COPYRIGHT MCD 2014. The Information contained In thus document Is copyrighted. and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, C y p p CONSULTING &DESIGN, OF WMR &.ASSOCIATES, INC. Is strictly prohibited. NOTCH SILL AND PLYWOOD FLOORING 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 1Od NAILS @ 4" O.C. FLOOR SHEATHING (NOTCHED @ 2x6 U CL TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS ' (n STRUCTURAL ENG: BED / BAD TO SLIDE DOWN TO W � " O / 2 Y4 x3 SDS Q DRAFTING: FACE OF TRUSS SCREWS EQUALLY SPACED & CENTERED w -STRUCT: DP ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS n-� TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6 -0 O.C. & QC CHECK: CC SDS WOOD SCREWS ANY OPENING @ ��plN0 � JOB Na TM 2150317 BASE PLATE PER FLOOR PLANEQUALLY--- - NOTE: � SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED 1N TRUSS SEE PLAN - _ --- -- - _. --- SA,i�-'ORO I- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 04/06/15 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL iiii �� (ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. rSTO3� HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE -Russ PARALLEL To FLOOR PERPENDICULAR TO FLOOR ` 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) I ST1 ' T INC.n use duplication, or transfer of these documents without the expressed, written consent of MONTH ' COPYRIGHT MCD 2014. The Information contained In thus document Is copyrighted. and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, C y p p CONSULTING &DESIGN, OF WMR &.ASSOCIATES, INC. Is strictly prohibited.