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Home My WebLink About213 Big Spring Ter 15-1815 (new sfh) (a)THORNBROOKE 40'S COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, KNEE WALL AT 5TAIR5, ALUMINUM OVER 2x6 SUB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, GA5 DROP AT RANGE/COOKTOP, GA5 DROP AT DRYER, 150 AMP SERVICE/PANEL BOX, REGE55ED CAN LIGHTING AT KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-0 DOOR5 THROUGHOUT, PAINTED KNEE WALLS, 30" UPPER5 AT KITCHEN, GA5 RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55E5 ' ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" LOT 10 2 THORNBROOKE 40 s OCGUPANCY AND CON5TRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLA551FICATION. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM BOARD APPLIED TO THE MANC.HF.qTFR 2 1 3R FLFV C -A GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE 'X` GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN I/2 INCH 1121 ) GYPSUM BOARD OR EQUIVALENT � mm EXTERIOR FIN15HE5: • JOB NUMBER 25002.148 • THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2'010 F.B.C, RESIDENTIAL CODE R103.6.1 AND A5TM 0926. INSTALLATION OF CAD FILE NAME LOT 102 GAMGE LEFTEXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE 8103.6.2 AND A5TM C 1(063, PROVIDE BOND ISSUED 04-27-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103.63 REVISED 05-18-15 5TUCCO CONTROL JOINTS: "` 'A STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE T 4 SF.� - AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. P15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 F . TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE ®® ®° �� cr v DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 ° • I' '• `\' �- CONTROL JOINTS. fy '• ;9 EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW ®• MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. °••' ••• REDRAW NOTES 04-21-15 CREATED LOT 5PECIFIC PLAN FOR LOT 102 iN THORNBROOKE 40'5, ELEVATION "C" GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: CEILING PAN PRE -WIRE, FRONT DOOR GLA55 IN5ERT, CALIFORNIA COUNTER TOP, LANAI, TRAY CEILING AT MA5TER 5UITE, POCKET 5LIDING GLA55 DOOR, 0 FT. INTERIOR DOOR5 AT MAIN FLOOR, VENT HOOD OUT5IDE, RADIANT BARRIER, 5PRAY MA50NRY FOAM IN5ULATION, R-38 IN5ULATION, ABOVE / UNDER CABINET LIGHTING AT KITCHEN, (2) ADDITIONAL ELECTRIC OUTLETS, (4) RECE55ED CAN LIGHT AT MA5TER 5UITE AND (4) RECE55ED CAN LIGHT5 AT LOFT, AND (2) ADDITIONAL 5WITCHED EXTERIOR G.F.I.OUTLET5. FLASHING: I. FLASHING SHALL BE IN5TALLED AT WALL AND ROOF INTER6ECTICN6, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 5URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R1032). PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS BEWS DESIGN GROVP 05-18-15 COMPLETED PLAN REVISION TO INCLUDE COV GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING /GARAGE OPENINGS: MIRROR PLAN FROM RIGHT HAND GARAGE TO THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE 150 STATE STREET EAST „ OUXMAR, FLORIDA 39677 1 SLAB INTERFACE PLAN 15.G> OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. LEFT HAND GARAGE, 813 925.1300 TEL — FLOOD ZONE REQUIREMENTS: - s13.925.1soo FAX MAIN FLOOR PLAN NOTES WWW.DAV6BEW&C0M PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, TAMPA 1DE14VEFt . �-�- 2A2 MAIN FLOOR PLAN DIMENSIONS A5PHALT 5HINGLE5 (IF APPLICABLE) EST1994 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R905210.1. M R PLAN NOTES 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2x2) OR GREATER. FOR ROOF SLOPES 2 61 UPPER F L o0 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 COMPLYING WITH A5TM D 226, TYPE I OR TYPE JI, A5TM D 4869, TYPE I OR TYPE II OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 89052.1: O 2B2 -UPPER FLOOR PLAN DIMENSIONS CHIMNEY HEIGHT REQUIREMENTS: 2C- PLAN DETAILS WHEN STANDARD OR OPTIONAL Wb0 D BURNIN FIREPLACE 15 TO BE THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3 C 1 FRONT ELEVATION TUB AND 5HOWER AREA5: W CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, 01325, OR CII16 AND INSTALLED 3C2 - SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 303 FLASHING DETAILS TERMITE PROTECTION: 0 I. PENETRATION. PROTEGTIVE_SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING 4A MAIN FLOOR ELECT RI CAL PLAN MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 0 4B - UPPER FLOOR ELECTRICAL PLAN NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, z OR SPLASH 5LOCK5. GUTTERS WITH DOWN6POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL' M RECORO COPY PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. W MECHANICAL AND HVAC: 0 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUF115HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. V 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, 5ERVICED, REPAIRED, OR REPLACED, A LEVEL WOWING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE: 0 REVIEWED FOR CODE COMPLIANCE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF -�^- A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. PLANS EXAMRJER 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DA E 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVI51ON5 OF SECTIONS M1411.3: EXHAUST FANS AND VENTING: ANFORD BUILDING DIVISION 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE A PERMIT ISSUED SHALL BE CONSTRUED TO BEA EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, PR EED WITH THE WORK AND NOT AS LICENSE TO OC 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET BE EXHAU5TED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL O CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT OR OTHER AREAS INSIDE THE BUILDING. ' THE BUILDING OFFICIAL FROM THEREAFTER 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR REQUIRING A CORRECTION OF NS OF T IN PLANS, 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 CONSTRUCTION OR VIOLATIONS OF THIS CODE mm) FOR EACH 90 DEGREE (Ib RAID) BEND: THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION -WHERE A CLOTHES DRYER 5005TERFAN 15 INSTALLED AND LI5TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, >= COMPACTION TEST A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS REQUIRED "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." .Re,valts to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH of Stab Inspection AMGA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, wiwti� AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY P15GREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION SANF-C)RD BEFORE COMMENCEMENT OF ANY CONSTRICTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2138 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE • gr;r�1T PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE: x ro 4 C U ro J co Y/ 2N�M N m �- _j cm �. �U)jL O 120 ~ 0 �J�o '5 E o�Co �t crn r L.)M �+ zz2° � mm EXTERIOR FIN15HE5: • JOB NUMBER 25002.148 • THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2'010 F.B.C, RESIDENTIAL CODE R103.6.1 AND A5TM 0926. INSTALLATION OF CAD FILE NAME LOT 102 GAMGE LEFTEXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE 8103.6.2 AND A5TM C 1(063, PROVIDE BOND ISSUED 04-27-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103.63 REVISED 05-18-15 5TUCCO CONTROL JOINTS: "` 'A STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE T 4 SF.� - AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. P15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 F . TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE ®® ®° �� cr v DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 ° • I' '• `\' �- CONTROL JOINTS. fy '• ;9 EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW ®• MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. °••' ••• REDRAW NOTES 04-21-15 CREATED LOT 5PECIFIC PLAN FOR LOT 102 iN THORNBROOKE 40'5, ELEVATION "C" GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: CEILING PAN PRE -WIRE, FRONT DOOR GLA55 IN5ERT, CALIFORNIA COUNTER TOP, LANAI, TRAY CEILING AT MA5TER 5UITE, POCKET 5LIDING GLA55 DOOR, 0 FT. INTERIOR DOOR5 AT MAIN FLOOR, VENT HOOD OUT5IDE, RADIANT BARRIER, 5PRAY MA50NRY FOAM IN5ULATION, R-38 IN5ULATION, ABOVE / UNDER CABINET LIGHTING AT KITCHEN, (2) ADDITIONAL ELECTRIC OUTLETS, (4) RECE55ED CAN LIGHT AT MA5TER 5UITE AND (4) RECE55ED CAN LIGHT5 AT LOFT, AND (2) ADDITIONAL 5WITCHED EXTERIOR G.F.I.OUTLET5. FLASHING: I. FLASHING SHALL BE IN5TALLED AT WALL AND ROOF INTER6ECTICN6, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 5URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R1032). PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS BEWS DESIGN GROVP 05-18-15 COMPLETED PLAN REVISION TO INCLUDE COV GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING /GARAGE OPENINGS: MIRROR PLAN FROM RIGHT HAND GARAGE TO THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE 150 STATE STREET EAST „ OUXMAR, FLORIDA 39677 1 SLAB INTERFACE PLAN 15.G> OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. LEFT HAND GARAGE, 813 925.1300 TEL — FLOOD ZONE REQUIREMENTS: - s13.925.1soo FAX MAIN FLOOR PLAN NOTES WWW.DAV6BEW&C0M PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, TAMPA 1DE14VEFt . �-�- 2A2 MAIN FLOOR PLAN DIMENSIONS A5PHALT 5HINGLE5 (IF APPLICABLE) EST1994 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R905210.1. M R PLAN NOTES 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2x2) OR GREATER. FOR ROOF SLOPES 2 61 UPPER F L o0 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 COMPLYING WITH A5TM D 226, TYPE I OR TYPE JI, A5TM D 4869, TYPE I OR TYPE II OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 89052.1: O 2B2 -UPPER FLOOR PLAN DIMENSIONS CHIMNEY HEIGHT REQUIREMENTS: 2C- PLAN DETAILS WHEN STANDARD OR OPTIONAL Wb0 D BURNIN FIREPLACE 15 TO BE THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3 C 1 FRONT ELEVATION TUB AND 5HOWER AREA5: W CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, 01325, OR CII16 AND INSTALLED 3C2 - SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 303 FLASHING DETAILS TERMITE PROTECTION: 0 I. PENETRATION. PROTEGTIVE_SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING 4A MAIN FLOOR ELECT RI CAL PLAN MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 0 4B - UPPER FLOOR ELECTRICAL PLAN NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, z OR SPLASH 5LOCK5. GUTTERS WITH DOWN6POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL' M RECORO COPY PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. W MECHANICAL AND HVAC: 0 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUF115HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. V 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, 5ERVICED, REPAIRED, OR REPLACED, A LEVEL WOWING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE: 0 REVIEWED FOR CODE COMPLIANCE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF -�^- A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. PLANS EXAMRJER 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DA E 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVI51ON5 OF SECTIONS M1411.3: EXHAUST FANS AND VENTING: ANFORD BUILDING DIVISION 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE A PERMIT ISSUED SHALL BE CONSTRUED TO BEA EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, PR EED WITH THE WORK AND NOT AS LICENSE TO OC 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET BE EXHAU5TED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL O CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT OR OTHER AREAS INSIDE THE BUILDING. ' THE BUILDING OFFICIAL FROM THEREAFTER 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR REQUIRING A CORRECTION OF NS OF T IN PLANS, 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 CONSTRUCTION OR VIOLATIONS OF THIS CODE mm) FOR EACH 90 DEGREE (Ib RAID) BEND: THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION -WHERE A CLOTHES DRYER 5005TERFAN 15 INSTALLED AND LI5TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, >= COMPACTION TEST A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS REQUIRED "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." .Re,valts to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH of Stab Inspection AMGA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, wiwti� AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY P15GREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION SANF-C)RD BEFORE COMMENCEMENT OF ANY CONSTRICTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2138 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE • gr;r�1T PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE: 4 � mm EXTERIOR FIN15HE5: • JOB NUMBER 25002.148 • THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2'010 F.B.C, RESIDENTIAL CODE R103.6.1 AND A5TM 0926. INSTALLATION OF CAD FILE NAME LOT 102 GAMGE LEFTEXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE 8103.6.2 AND A5TM C 1(063, PROVIDE BOND ISSUED 04-27-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103.63 REVISED 05-18-15 5TUCCO CONTROL JOINTS: "` 'A STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE T 4 SF.� - AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. P15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 F . TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE ®® ®° �� cr v DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 ° • I' '• `\' �- CONTROL JOINTS. fy '• ;9 EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW ®• MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. °••' ••• REDRAW NOTES 04-21-15 CREATED LOT 5PECIFIC PLAN FOR LOT 102 iN THORNBROOKE 40'5, ELEVATION "C" GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: CEILING PAN PRE -WIRE, FRONT DOOR GLA55 IN5ERT, CALIFORNIA COUNTER TOP, LANAI, TRAY CEILING AT MA5TER 5UITE, POCKET 5LIDING GLA55 DOOR, 0 FT. INTERIOR DOOR5 AT MAIN FLOOR, VENT HOOD OUT5IDE, RADIANT BARRIER, 5PRAY MA50NRY FOAM IN5ULATION, R-38 IN5ULATION, ABOVE / UNDER CABINET LIGHTING AT KITCHEN, (2) ADDITIONAL ELECTRIC OUTLETS, (4) RECE55ED CAN LIGHT AT MA5TER 5UITE AND (4) RECE55ED CAN LIGHT5 AT LOFT, AND (2) ADDITIONAL 5WITCHED EXTERIOR G.F.I.OUTLET5. FLASHING: I. FLASHING SHALL BE IN5TALLED AT WALL AND ROOF INTER6ECTICN6, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 5URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R1032). PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS BEWS DESIGN GROVP 05-18-15 COMPLETED PLAN REVISION TO INCLUDE COV GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING /GARAGE OPENINGS: MIRROR PLAN FROM RIGHT HAND GARAGE TO THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE 150 STATE STREET EAST „ OUXMAR, FLORIDA 39677 1 SLAB INTERFACE PLAN 15.G> OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. LEFT HAND GARAGE, 813 925.1300 TEL — FLOOD ZONE REQUIREMENTS: - s13.925.1soo FAX MAIN FLOOR PLAN NOTES WWW.DAV6BEW&C0M PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, TAMPA 1DE14VEFt . �-�- 2A2 MAIN FLOOR PLAN DIMENSIONS A5PHALT 5HINGLE5 (IF APPLICABLE) EST1994 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R905210.1. M R PLAN NOTES 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2x2) OR GREATER. FOR ROOF SLOPES 2 61 UPPER F L o0 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 COMPLYING WITH A5TM D 226, TYPE I OR TYPE JI, A5TM D 4869, TYPE I OR TYPE II OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 89052.1: O 2B2 -UPPER FLOOR PLAN DIMENSIONS CHIMNEY HEIGHT REQUIREMENTS: 2C- PLAN DETAILS WHEN STANDARD OR OPTIONAL Wb0 D BURNIN FIREPLACE 15 TO BE THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3 C 1 FRONT ELEVATION TUB AND 5HOWER AREA5: W CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, 01325, OR CII16 AND INSTALLED 3C2 - SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 303 FLASHING DETAILS TERMITE PROTECTION: 0 I. PENETRATION. PROTEGTIVE_SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING 4A MAIN FLOOR ELECT RI CAL PLAN MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 0 4B - UPPER FLOOR ELECTRICAL PLAN NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, z OR SPLASH 5LOCK5. GUTTERS WITH DOWN6POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL' M RECORO COPY PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. W MECHANICAL AND HVAC: 0 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUF115HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. V 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, 5ERVICED, REPAIRED, OR REPLACED, A LEVEL WOWING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE: 0 REVIEWED FOR CODE COMPLIANCE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF -�^- A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. PLANS EXAMRJER 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DA E 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVI51ON5 OF SECTIONS M1411.3: EXHAUST FANS AND VENTING: ANFORD BUILDING DIVISION 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE A PERMIT ISSUED SHALL BE CONSTRUED TO BEA EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, PR EED WITH THE WORK AND NOT AS LICENSE TO OC 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET BE EXHAU5TED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL O CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT OR OTHER AREAS INSIDE THE BUILDING. ' THE BUILDING OFFICIAL FROM THEREAFTER 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR REQUIRING A CORRECTION OF NS OF T IN PLANS, 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 CONSTRUCTION OR VIOLATIONS OF THIS CODE mm) FOR EACH 90 DEGREE (Ib RAID) BEND: THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION -WHERE A CLOTHES DRYER 5005TERFAN 15 INSTALLED AND LI5TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, >= COMPACTION TEST A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS REQUIRED "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." .Re,valts to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH of Stab Inspection AMGA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, wiwti� AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY P15GREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION SANF-C)RD BEFORE COMMENCEMENT OF ANY CONSTRICTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2138 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE • gr;r�1T PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE: I I L TAYLOR MORR16ON U5E6 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * • • X ro r O 'A Y/ ` L 0 0 � E 0 0 J � O N� � c"! >'3�M o�� d _� 0 � C p ILt� t �.i f0 p Z 0 �p '1111 ' d, G.C. VERIFY ACRYLIC ,_ a, FTI 811 811 ON LANAI TAYLOR MORR16ON U5E6 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * JOB NUMBER 25002.148 1 CAD FILE NAME LOT 102 �o ISSUED 04-27-15 REVlD 05-18-15 •• a i!!J '` °• tt'9 � ® e NIto • ' III II I��.IIII 11111111 I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OMWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER -� EST. 1994 (ii I ELEVATION W O 01.4° 0 0 0W (f) ELEVATION DelM HIGH EFFICIENCY ENERGY PACKAGE OPTION TO INCLUDE: OPEN CELL 0 SPRAY FOAM - ON ALL EXTERIOR WOOD A55EM5LIE6 (WALLS AND 411 ROOF) THAT ARE ABUTTING AIR CONDITIONED SPACE, CORE FILL FOAM IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONDITIONED SPACE, AND MECHANICAL VENTILATION FRESH AIR MAKE-UP:>= Ewa0 < *15 18 15e Q,U1LfJ/��C S �aF r 2138 SLAB INTERFACE PLAN GARAGE LEFT • • X ro r O 'A Y/ ` L 0 0 � E 0 0 J � O N� � c"! >'3�M o�� d _� 0 � C p ILt� t �.i f0 p Z 0 �p '1111 d, G.C. VERIFY ACRYLIC ,_ a, FTI 811 811 ON LANAI 13'-0"x3-0" A/CI ELEVATION IPAD (SEE MECI. CONTRACTOR FOR LOC.) 811 3a-411 J'_211. UII 161_F11 L .-.j co RECESS FOR POCKET SLIDER 11 I 3/4" P.V.C. CONDENSATION DRAIN BY PLUMBER N a ...✓1_411 \ / 1 I' -I" 6'-1111 `i '8111 4 Q TILE SEAT — — — ABY. v SHOWER RECESS REFERENCE T-011 ELEVATION AIR HANDLER � \ 0" LINES FROM -' UPPER FLOOR v _ x - T OPT. II OPT. - — = LWASHER J LDRYER J Q �� JU) 411 P.V.C. 2 $" J SIC W/ DiSP G —I— O Q o - .- 4'-6" 4'-811 161-311 4'-111 PROVIDE WATER m} LINE FOR ICE MAKERa co r c= / 1n Q 3/4" RECESS FOR ENTRY Dr,7 i W.H. r , 50 GAL. W.H. v 2'-g 1/211 21-111 z1-611 Q11ELEVATIONL GJ 7 l) 0'-4" i t2i PAVERS T i i i i i ------G.J.------- -------a----------- i ----------------- 6'-8.1 1' 811 i i i i i i ELEVATION (_)01-611 Q AA PAVER DRIVE / LEADWALK 302 2' 8" 16'-011 2'-811 61-8" 21-011 21.411 81-811 301-011 JOB NUMBER 25002.148 1 CAD FILE NAME LOT 102 �o ISSUED 04-27-15 REVlD 05-18-15 •• a i!!J '` °• tt'9 � ® e NIto • ' III II I��.IIII 11111111 I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OMWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER -� EST. 1994 (ii I ELEVATION W O 01.4° 0 0 0W (f) ELEVATION DelM HIGH EFFICIENCY ENERGY PACKAGE OPTION TO INCLUDE: OPEN CELL 0 SPRAY FOAM - ON ALL EXTERIOR WOOD A55EM5LIE6 (WALLS AND 411 ROOF) THAT ARE ABUTTING AIR CONDITIONED SPACE, CORE FILL FOAM IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONDITIONED SPACE, AND MECHANICAL VENTILATION FRESH AIR MAKE-UP:>= Ewa0 < *15 18 15e Q,U1LfJ/��C S �aF r 2138 SLAB INTERFACE PLAN GARAGE LEFT • • X ro r O 'A Y/ ` L 0 0 � E 0 0 J � O N� � c"! >'3�M o�� d _� 0 � C p ILt� t �.i f0 p Z 0 �p '1111 JOB NUMBER 25002.148 1 CAD FILE NAME LOT 102 �o ISSUED 04-27-15 REVlD 05-18-15 •• a i!!J '` °• tt'9 � ® e NIto • ' III II I��.IIII 11111111 I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OMWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER -� EST. 1994 (ii I ELEVATION W O 01.4° 0 0 0W (f) ELEVATION DelM HIGH EFFICIENCY ENERGY PACKAGE OPTION TO INCLUDE: OPEN CELL 0 SPRAY FOAM - ON ALL EXTERIOR WOOD A55EM5LIE6 (WALLS AND 411 ROOF) THAT ARE ABUTTING AIR CONDITIONED SPACE, CORE FILL FOAM IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONDITIONED SPACE, AND MECHANICAL VENTILATION FRESH AIR MAKE-UP:>= Ewa0 < *15 18 15e Q,U1LfJ/��C S �aF r 2138 SLAB INTERFACE PLAN GARAGE LEFT v.n. 50TTOM OF LINTEL L•7 T.OM. g._4.. AT 84" A.F.F. 9'-4" AFF. A.F.F. G.C. VERIFY ACRYLIC ON LANAI I34"x34" A/CI PAD (SEE MECH. BOTTOM OF LINTEL BOTTOM OF LINTELS I IF RTLROAc oR /CAT 8'-0" AFF. LANAI AT 8' 0" AFF. V REFER TO SHEET 2A2 16'-0»x8'-0" FOR MAIN FLOOR T.O.M9'-4" PLT. HT. T.O.M. 3 - 26 SN. I PLAN DIMENSIONS . I I 9. 4.. AFF. * EGRESS 9-0x$-0 TEMP. PKT. SLIDER 2-86-02 STORY 181.81 CLC, CLC, ATTENTION TRUSS MANUR: /2.5TORY �.. H TRAY CLG. IN MASTER VOLUME I SUITE IS DOWN -FRAMED 1 MASTER SUITE FAMILY ROOM13'-10"x12'-10" 14'-6"x16'-0 „ I 9'-4" TRAY CLG. 2 -STORY VOLUME L9'-4" FLAT CLG. 8'-8" FLAT CLG. —FLAT HEADER v AT 8' 0" M.G. Qo STATE ioliroAn 2 8x8 0 513. 925. 1300 TEL O v 813 925. 1800 FAX On W W W.DAVISBEWSCAM 2-4x8.0 M. BATH U TAMPA • DENVER. — — — — — — — � M p BFD 91-41 EST. 1994 W.C. a I ■.. DINING ROOM 14 -6 x10 -0 ) OPENING TILE TEMP. GL. ENCL. C) a 9'-4" FLAT CLG. ( SHOWER I 70 UNDER ON 42" N. LOW WALL STAIRS Q dw STAIR DATA: I IS" N. TILE IS RISERS AT I SEAT W KNEE F36" N. 1.38" EACH I HANSEN x WALL 2u_m� WALL COUNTERTOP 1(0.00" TRE a4,S BOX — — 1 r ISN. 1 DRYER R/S OPT. 7 I OPT. VENT — — — — 42" N. o x , o WASHER DRYER - - LOW WALL N o L — — J L _ _ J — — — — — -\ \ — plt7AIR HANDLER UTIL 0 INES FROM 9'-4" PPER FLOOR FLAT CLG. SINK _ _ W/ DISP I /UAL u 'Q 2 8x8 0 VE NT HOOD 91 41 TO EXTERIOR Q CLG. 2-8xs-m O a ARCH FROM \ a 8 KITCHEN s' 0" ro V. b7N \ O � 9'-4" FLAT CLG. / \ 9'-4" \ PWDR Z V) gy d a G.C. VERIFY GLASS INSERT FOR FRONT DOOR — — HATCHING LEGEND 5 SN. O.N.C. FLUSH FRAME � TEXTURED FOAM 0 INSULATE a��l TO FURRING BANDING (TYP.) INSULATE WALLT W.H. INSULATE WALLS Z I �■■ WALLS I INSULATE (SEE ELEVATION) 50 GAL, W.N. LINE OF SECOND ABV.7 /� �1� r) + JOB NUMBER TYPICAL MASONRY .c FLAT HEADER'-0AT WINDOW SCHEDULE CAD FILE NAME WINDOW WIDTHS 8" A.F.F. C 2011 27" 37 53" 54"x22' WINDOW CALL -OUTS ATTIC ACCESS Y/ 20 as r ">>JM U 26"uF2 NOTE: 12 5N 1/2 32 5N 22 5N 32 5N W 0 0 41 Ca_ 20'-0"x20'-0" ANGLED WALLS ARE AT 45° (UN.O.) —�'a 8iC0 W 9'-4" PLT. HT. FL t 0 10 _ 39" 13 5N 1/2 33 5N 23 5N 33 5N 60) ON J � zr2° LINE OF 0 LINE OF GARAGE DOOR IN OPEN POSITIONDRYSTACK 0 5111 14 5H I/2 34 5N 24 5N 34 5H O DAVIS BEWS DESIGN GROVP Z 63" 15 5N 1/2 35 5N 25 5W 35 5N F--+ z 12" 16 5N 1/2 36 5N 26 5N 36 5N G3.C. VERIFY MASONRY OPENINGS FOR ALL WINDOJ5, � w WINDOW 51XE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURE 5PECIFICATION5. O Z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5M1, OR FIXED GLA55- F.C.) M.G. Qo STATE ioliroAn 2 8x8 0 513. 925. 1300 TEL O v 813 925. 1800 FAX On W W W.DAVISBEWSCAM 2-4x8.0 M. BATH U TAMPA • DENVER. — — — — — — — � M p BFD 91-41 EST. 1994 W.C. a I ■.. DINING ROOM 14 -6 x10 -0 ) OPENING TILE TEMP. GL. ENCL. C) a 9'-4" FLAT CLG. ( SHOWER I 70 UNDER ON 42" N. LOW WALL STAIRS Q dw STAIR DATA: I IS" N. TILE IS RISERS AT I SEAT W KNEE F36" N. 1.38" EACH I HANSEN x WALL 2u_m� WALL COUNTERTOP 1(0.00" TRE a4,S BOX — — 1 r ISN. 1 DRYER R/S OPT. 7 I OPT. VENT — — — — 42" N. o x , o WASHER DRYER - - LOW WALL N o L — — J L _ _ J — — — — — -\ \ — plt7AIR HANDLER UTIL 0 INES FROM 9'-4" PPER FLOOR FLAT CLG. SINK _ _ W/ DISP I /UAL u 'Q 2 8x8 0 VE NT HOOD 91 41 TO EXTERIOR Q CLG. 2-8xs-m O a ARCH FROM \ a 8 KITCHEN s' 0" ro V. b7N \ O � 9'-4" FLAT CLG. / \ 9'-4" \ PWDR Z V) gy d a G.C. VERIFY GLASS INSERT FOR FRONT DOOR — — HATCHING LEGEND 5 SN. O.N.C. FLUSH FRAME � TEXTURED FOAM 0 INSULATE a��l TO FURRING BANDING (TYP.) INSULATE WALLT W.H. INSULATE WALLS Z I �■■ WALLS I INSULATE (SEE ELEVATION) 50 GAL, W.N. LINE OF SECOND ABV.7 /� �1� r) + JOB NUMBER 25002.148 + .c FLAT HEADER'-0AT CAD FILE NAME x w 8" A.F.F. C �o ISSU 4-27-15 54"x22' RE 0 ATTIC ACCESS Y/ 20 as r ">>JM ` NOTE: AFF. co GARAGE ALL INTERIOR 0 0 41 Ca_ 20'-0"x20'-0" ANGLED WALLS ARE AT 45° (UN.O.) —�'a 8iC0 W 9'-4" PLT. HT. FL t 0 10 AT 8'-0" AFF.. LINE OF .c 0 ; "1 (f DRY6TACK 60) ON � zr2° LINE OF M.G. Qo STATE ioliroAn 2 8x8 0 513. 925. 1300 TEL O v 813 925. 1800 FAX On W W W.DAVISBEWSCAM 2-4x8.0 M. BATH U TAMPA • DENVER. — — — — — — — � M p BFD 91-41 EST. 1994 W.C. a I ■.. DINING ROOM 14 -6 x10 -0 ) OPENING TILE TEMP. GL. ENCL. C) a 9'-4" FLAT CLG. ( SHOWER I 70 UNDER ON 42" N. LOW WALL STAIRS Q dw STAIR DATA: I IS" N. TILE IS RISERS AT I SEAT W KNEE F36" N. 1.38" EACH I HANSEN x WALL 2u_m� WALL COUNTERTOP 1(0.00" TRE a4,S BOX — — 1 r ISN. 1 DRYER R/S OPT. 7 I OPT. VENT — — — — 42" N. o x , o WASHER DRYER - - LOW WALL N o L — — J L _ _ J — — — — — -\ \ — plt7AIR HANDLER UTIL 0 INES FROM 9'-4" PPER FLOOR FLAT CLG. SINK _ _ W/ DISP I /UAL u 'Q 2 8x8 0 VE NT HOOD 91 41 TO EXTERIOR Q CLG. 2-8xs-m O a ARCH FROM \ a 8 KITCHEN s' 0" ro V. b7N \ O � 9'-4" FLAT CLG. / \ 9'-4" \ PWDR Z V) gy d a G.C. VERIFY GLASS INSERT FOR FRONT DOOR — — HATCHING LEGEND 5 SN. O.N.C. FLUSH FRAME � TEXTURED FOAM 0 INSULATE a��l TO FURRING BANDING (TYP.) INSULATE WALLT W.H. INSULATE WALLS Z I �■■ WALLS I INSULATE (SEE ELEVATION) 50 GAL, W.N. LINE OF SECOND ABV.7 /� �1� r) + JOB NUMBER 25002.148 + FLAT HEADER'-0AT CAD FILE NAME LOT 102 8" A.F.F. ISSU 4-27-15 54"x22' RE 0 ATTIC ACCESS T.O.M. —9'-4.. NOTE: AFF. GARAGE ALL INTERIOR 20'-0"x20'-0" ANGLED WALLS ARE AT 45° (UN.O.) —�'a FLAT HEADER W 9'-4" PLT. HT. AT 8'-0" AFF.. LINE OF o DRY6TACK LEDGESTONE LINE OF 0 LINE OF GARAGE DOOR IN OPEN POSITIONDRYSTACK or-------------_..._.._.._—..._— LEDGE5TONE DAVIS BEWS DESIGN GROVP M.G. Qo STATE ioliroAn 2 8x8 0 513. 925. 1300 TEL O v 813 925. 1800 FAX On W W W.DAVISBEWSCAM 2-4x8.0 M. BATH U TAMPA • DENVER. — — — — — — — � M p BFD 91-41 EST. 1994 W.C. a I ■.. DINING ROOM 14 -6 x10 -0 ) OPENING TILE TEMP. GL. ENCL. C) a 9'-4" FLAT CLG. ( SHOWER I 70 UNDER ON 42" N. LOW WALL STAIRS Q dw STAIR DATA: I IS" N. TILE IS RISERS AT I SEAT W KNEE F36" N. 1.38" EACH I HANSEN x WALL 2u_m� WALL COUNTERTOP 1(0.00" TRE a4,S BOX — — 1 r ISN. 1 DRYER R/S OPT. 7 I OPT. VENT — — — — 42" N. o x , o WASHER DRYER - - LOW WALL N o L — — J L _ _ J — — — — — -\ \ — plt7AIR HANDLER UTIL 0 INES FROM 9'-4" PPER FLOOR FLAT CLG. SINK _ _ W/ DISP I /UAL u 'Q 2 8x8 0 VE NT HOOD 91 41 TO EXTERIOR Q CLG. 2-8xs-m O a ARCH FROM \ a 8 KITCHEN s' 0" ro V. b7N \ O � 9'-4" FLAT CLG. / \ 9'-4" \ PWDR Z V) gy d a G.C. VERIFY GLASS INSERT FOR FRONT DOOR — — HATCHING LEGEND 5 SN. O.N.C. FLUSH FRAME � TEXTURED FOAM 0 INSULATE a��l TO FURRING BANDING (TYP.) INSULATE WALLT W.H. INSULATE WALLS Z I �■■ WALLS I INSULATE (SEE ELEVATION) 50 GAL, W.N. LINE OF SECOND ABV.7 /� �1� r) a I I SPRAY FOAM ON ALL EXTERIOR WOOD ASSEMBLIES (WALLS AND %moor ROOF) THAT ARE ABUTTING AIR CONDITIONED SPACE, CORE FILL FOAM . N I I IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONDITIONED SPACE, AND MECHANICAL VENTILATION FRESH AIR MAKE-UP.Nli 11 I I � REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS I 16-04-0 O.N. GARAGE DOOR I WILD//�C LINE OF PAYER DRIVE / LEADWALK T.oM. SAe;4FCjR DRYSTACK 9' 4" �CA'�fzre�� LEDGESTONE AFF. 4AA 3C2 G.C. VERIFY SPRAY MASONRY FOAM FLOOR ABV.r-J—_1PAVERS L17 FLAT HEADER'-0AT 8" A.F.F. ENTRY 54"x22' 9'-4" PLT. HT. I ATTIC ACCESS T.O.M. —9'-4.. NOTE: AFF. GARAGE ALL INTERIOR 20'-0"x20'-0" ANGLED WALLS ARE AT 45° (UN.O.) FLAT HEADER 9'-4" PLT. HT. AT 8'-0" AFF.. LINE OF o DRY6TACK LEDGESTONE LINE OF 0 LINE OF GARAGE DOOR IN OPEN POSITIONDRYSTACK or-------------_..._.._.._—..._— LEDGE5TONE NIGH EFFICIENCY ENERGY PACKAGE OPTION TO INCLUDE= OPEN CELL a I I SPRAY FOAM ON ALL EXTERIOR WOOD ASSEMBLIES (WALLS AND %moor ROOF) THAT ARE ABUTTING AIR CONDITIONED SPACE, CORE FILL FOAM . N I I IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONDITIONED SPACE, AND MECHANICAL VENTILATION FRESH AIR MAKE-UP.Nli 11 I I � REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS I 16-04-0 O.N. GARAGE DOOR I WILD//�C LINE OF PAYER DRIVE / LEADWALK T.oM. SAe;4FCjR DRYSTACK 9' 4" �CA'�fzre�� LEDGESTONE AFF. 4AA 3C2 G.C. VERIFY SPRAY MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT MASONRY FOAM INSULATION MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT REFER TO SHEET 2Ai FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT 16'-0" 14'-0" 13'-4" 1'-4" C 0 o 0 r. cA c0 <t .> :. '; .J N L Lo °off • 00 'O J V N all 611 LANAI all all V o:�co �s roe, _@ N O * IP 8113'-4" V-2" M.O. 8.. I 4'-2" 12'-0" T ZZ2et i I � I N.6. MASTER SUITE FAMILY R M 00 m (TYP.) N 1'-2" N N — — — — —I M. BATH M DINING ROOM I I I 1'-8" = 8, ��--IL,--I UTIL T KITCHEN co 0 PWDR d _ N — , oI I ENTRY I L— M GARAGE - b- 4" r-- - -� - - - ..-� - - - - - - - - - I N 2'-8" 16'-0" M.O. 2'-8" 21'-4" MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT K m V.. C 0 o 0 r. y 00 M .> :. '; .J N L Lo °off • 00 'O J V N o:�co �s roe, N O * IP T ZZ2et MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT 3050 5H. HD. AT 1'-3" * EGRE55 813 928 1300 T TYPICAL WOOD FRAME � Q Lu Q�a REFER TO SHEET 25 CAD FILE NAME LOT 102 WINDOW WIDTHS FOR UPPER FLOOR J CLG. 2411 PLAN DIMEN51ON5 48° 813 928 1300 3050 5H. TYPICAL WOOD FRAME HD. AT 1'-8" WINDOW SCHEDULE OM 2 CAD FILE NAME LOT 102 WINDOW WIDTHS J CLG. 2411 3611 48° H 05-18-15 WINDOW CALL -OUTS O� M 20" U) 1818 Fn. 2018 F.O. BA//77TH 2 4018 F.O. w • U (�'-IU" 141 r 813 928 1300 TYPICAL WOOD FRAME • • X co WINDOW SCHEDULE C '' to0 do 0N�M V�a o JC 66 ro �; L' • 00 J V otCOO r 3�Ei 0}iN +, 0.- fp ONS^ CAD FILE NAME LOT 102 WINDOW WIDTHS 2011 2411 3611 48° H 05-18-15 WINDOW CALL -OUTS 20" U) 1818 Fn. 2018 F.O. 3018 Fn, 4018 F.O. w • 2411 9 18201=.0. 2020 F.O. 3020 Re. 4020 F.O. a ® J ° 0 36 1830 5H 2030 5H 3030 5H 4030 5H Z 48° 0 1840 5H 2040 5H 3040 5H 4040 5H �--� z 150 STATE STR.EE7- EAST OL XWW FLORIDA 34677 TEL 60" 3: 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H 0 O.C. VERIFY' MA5ONRY OPENINGS FOR ALL WINDOWS, ui � WINDOW 51ZE5 AND INSTALLATION MAY VARY PER I— MANUFACTURE SPECIFICATIONS: 0• Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED 151N0LE HUNG -SH, CASEMENT- CSMT, OR FIXED 0LA55- F.O.J 813 928 1300 • • X co C '' to0 do 0N�M V�a o JC 66 ro �; L' • 00 J V otCOO r 3�Ei 0}iN +, 0.- fp ONS^ CAD FILE NAME LOT 102 ISSUED 04-27-15 813 928 1300 • JOB NUMBER 25002.148 CAD FILE NAME LOT 102 ISSUED 04-27-15 05-18-15 • Q a ® •, DAVIS BEWS DESIGN GROVP 150 STATE STR.EE7- EAST OL XWW FLORIDA 34677 TEL CLG.ti 813. 925. 1800 FAX R W W W.DAVISBEWS C.OM TAN[PA • DEIWER EST. 1994 SHOIUER V �- — — — PROVIDE PAN AND DRAIN C) UNDER A,H.U. L ---J 24" N. A/G PLATFORM LT H"O HOIUER u BATH 3 9'-0" 0 0 CLG.. a T. PILE M 2-4x6-8rvoo r■i�i H 0 a' N" Q DOM 4 11'-6" 'LAT CLG. 050 5H. D. AT 1'-8" EGRE55 L_J c >.� REVISION o ti FPLAN NOTES.UPPER SCALE: 1/4" = 1'-0" GARAGE LEFT #15% K (0 C O IA Y+2N0M Lo 00 �E � to J r0 J N 0) N n M DO LL 0:�c0 u.L =*'m zr�a- DIAINUN RT.. UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT 11 TREADS AT 10.00" EACH I N 2138STAIR SECT 0 SCALE I/4 I 0 I • 1 gUJ�_D�NG • TITLE • DI AAt nC'TA11 c NFog? o �afl R Tt„' `= -�8 1 PLAN DETAILS - SCALE: 1/4" I'-0" GARAGE LEFT SHIM A5 REQ'D. JOB NUMBER 25002.148 I" CASING 1 ED 04-27-15 2x 5TUD5 (PER 5TD. PLAN) BASE W W W DAVISBEWSC-OM CABINET 1/I6" 0.5.8. BACKING N r I/2" DRYWALL CA LI . TOP SCALE: 1/2" - 1'-0" 11 TREADS AT 10.00" EACH I N 2138STAIR SECT 0 SCALE I/4 I 0 I • 1 gUJ�_D�NG • TITLE • DI AAt nC'TA11 c NFog? o �afl R Tt„' `= -�8 1 PLAN DETAILS - SCALE: 1/4" I'-0" GARAGE LEFT x ro w JOB NUMBER 25002.148 Lo U ro Lo 42 H. 36 H. CONTINUOUS LOUD WALL GRASPABLE 314” PLYWp. 1 ED 04-27-15 J C60 OL WAW FLORIDA 34677 813. 925 . 1300 TEL N� W W W DAVISBEWSC-OM TAMPA • DENVER.. � cy E y N r A� w �. >_•;JM s c %4 oC Lo <-4 a 41 oa r o 42 H. (TYp) LOW WALL U � E cq J 41cq 41 0' r e'er✓ e'®a®s �� • LINE OF Z r � V >= p00R IN n, ( I 2x TREADS AND FOREGROUND 11 TREADS AT 10.00" EACH I N 2138STAIR SECT 0 SCALE I/4 I 0 I • 1 gUJ�_D�NG • TITLE • DI AAt nC'TA11 c NFog? o �afl R Tt„' `= -�8 1 PLAN DETAILS - SCALE: 1/4" I'-0" GARAGE LEFT JOB NUMBER 25002.148 CAD FILE NAME LOT 102 42 H. 36 H. CONTINUOUS LOUD WALL GRASPABLE 314” PLYWp. 1 ED 04-27-15 150 STATE STREET EAST OL WAW FLORIDA 34677 813. 925 . 1300 TEL ESI %11111110 8-15 W W W DAVISBEWSC-OM TAMPA • DENVER.. EST. 1994 � ' E y oeoo A� w s c %4 oC ea <-4 a O 42 H. (TYp) LOW WALL U � _ --•-I I" N051NG I (TYR.) J r e'er✓ e'®a®s �� • LINE OF 11 TREADS AT 10.00" EACH I N 2138STAIR SECT 0 SCALE I/4 I 0 I • 1 gUJ�_D�NG • TITLE • DI AAt nC'TA11 c NFog? o �afl R Tt„' `= -�8 1 PLAN DETAILS - SCALE: 1/4" I'-0" GARAGE LEFT DAVIS BEWS DESIGN GTLOVP 42 H. 36 H. CONTINUOUS LOUD WALL GRASPABLE 314” PLYWp. 150 STATE STREET EAST OL WAW FLORIDA 34677 813. 925 . 1300 TEL 813.925.1800 FAX W W W DAVISBEWSC-OM TAMPA • DENVER.. EST. 1994 � ' 11 TREADS AT 10.00" EACH I N 2138STAIR SECT 0 SCALE I/4 I 0 I • 1 gUJ�_D�NG • TITLE • DI AAt nC'TA11 c NFog? o �afl R Tt„' `= -�8 1 PLAN DETAILS - SCALE: 1/4" I'-0" GARAGE LEFT v 42 H. 36 H. CONTINUOUS LOUD WALL GRASPABLE 314” PLYWp. .RAILING BEAM DECKING LINE OF 6'-8" MIN. BEAM f HEAD CLEARANCE ' FLOOR SYSTEM SY�� / E y s c %4 oC 10201,2x STRINGERS _ O 42 H. (TYp) LOW WALL _ --•-I I" N051NG I (TYR.) J r LINE OF >= p00R IN n, ( I 2x TREADS AND FOREGROUND Ix RISERS (TYP,) 11 TREADS AT 10.00" EACH I N 2138STAIR SECT 0 SCALE I/4 I 0 I • 1 gUJ�_D�NG • TITLE • DI AAt nC'TA11 c NFog? o �afl R Tt„' `= -�8 1 PLAN DETAILS - SCALE: 1/4" I'-0" GARAGE LEFT I/2" THICK SAND FINISH KEY5TONE (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING NOTE: z TH15 DETAIL 5HOW5 THE TYPICAL THICKNESS o ; OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE Lu APPLICABLE) IF THICKNE5515 TO BE Lu Q DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2(01(0 RB.C. RESIDENTIAL CODE R103h.1 AND 3/4" ASTM C926, IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RESIDENTIAL CODE 81103.6.2. AND A5TM C 11063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3 - 1'-0" ° JOB NUMBER 25002.148° CAD FILE NAME LOT 102 ISSUED 04-27-15 REVISErj 1 l t l l 11 l P,5-18-15 NNW - a�7 LIM cm ® a pwac� �: " 11-4w � ««•°.•°, ®�� • `moi � �. a DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA . DENVER EST. 1994-� V 12 -SHINGLE12 C) 6D� ROOF... Q6 5NINGLE ROOF G.G. VERIFY ALUMINUM OVER �12 SUB -FASCIA 2 8" BANDING W x6 (TYPICAL) PLT. HT. PLT. HT. �� --- , 4 BANDING Stucco �- STUCCO 14 W. x 54" H. FINISH 0 ITYP.) FIN15H DECORATIVE : 0 1'4" W. x 5'-O" H -------------- EQ. EQ, FIXED SHUTTERS DECORATIVE FIXED 5HUTTER5 H SHINGLE .9 6 4 2 ROOF * " BANDING MC? � (TYP.) 5ECOND F.F. LINE 12 6 IOFLE SECOND F.F. LINE 4 BANDING H H T.OM, T.O.M. S" BANDING SET BOTT. OF 2 -O" W. x 21-401 H. DECORATIVE DECORATIVE CORBEL "Al BAND AT TDM. (5EE DETAIL) (TYPJ a' 8" BANDING FIXED 5HUTTER5 DECORATIVE CORBEL - 6" BANDING (5EE DETAIL)(TYPJ - - TEXTURED TEXTURED FOAM b FIN15H❑ ❑ ❑ ❑ ❑ - BANDING (TYPJ b" BANDING e _T- (5EE DETAIL) E171 1711711711711-1 DRY5TACK DRY5TACK LEDGESTONE ❑ LEDGESrONE (TYPJ (TYPJ MAIN FF. LINE _ - _ MAIN F.F. LINE /�\ V © COPYRIGHT 2014, TAYLOR MORRISON CD 7GRADE LINA 4" BANDING * * * * * * (A55UMED) G.G. VERIFY - ALL BANDING AT STONE G.C. VERIFY TEMP. LOCATION515 TO PROJECT FRONS INSERT FOR 1/2" PA5T THE FACE OF THE FRONT DOOR , 5TONE FRONT ELEVATION SCALE: 1/4" : 1'-O" 2138 K E V 51 0A • TITLE • SANF=cs j) FRONT ELEVATION DETAILS �^ ' - • SHEET • ELEVATION 11cif GARAGE LEFT • x �o w C U 00 0 _j do CN M 1m N m • ,= >JM Lo 13 LL • / O Q rod E V JTO 0mC0 %� U, z �rn L �� N m 0 2 Z�L�� ° JOB NUMBER 25002.148° CAD FILE NAME LOT 102 ISSUED 04-27-15 REVISErj 1 l t l l 11 l P,5-18-15 NNW - a�7 LIM cm ® a pwac� �: " 11-4w � ««•°.•°, ®�� • `moi � �. a DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA . DENVER EST. 1994-� V 12 -SHINGLE12 C) 6D� ROOF... Q6 5NINGLE ROOF G.G. VERIFY ALUMINUM OVER �12 SUB -FASCIA 2 8" BANDING W x6 (TYPICAL) PLT. HT. PLT. HT. �� --- , 4 BANDING Stucco �- STUCCO 14 W. x 54" H. FINISH 0 ITYP.) FIN15H DECORATIVE : 0 1'4" W. x 5'-O" H -------------- EQ. EQ, FIXED SHUTTERS DECORATIVE FIXED 5HUTTER5 H SHINGLE .9 6 4 2 ROOF * " BANDING MC? � (TYP.) 5ECOND F.F. LINE 12 6 IOFLE SECOND F.F. LINE 4 BANDING H H T.OM, T.O.M. S" BANDING SET BOTT. OF 2 -O" W. x 21-401 H. DECORATIVE DECORATIVE CORBEL "Al BAND AT TDM. (5EE DETAIL) (TYPJ a' 8" BANDING FIXED 5HUTTER5 DECORATIVE CORBEL - 6" BANDING (5EE DETAIL)(TYPJ - - TEXTURED TEXTURED FOAM b FIN15H❑ ❑ ❑ ❑ ❑ - BANDING (TYPJ b" BANDING e _T- (5EE DETAIL) E171 1711711711711-1 DRY5TACK DRY5TACK LEDGESTONE ❑ LEDGESrONE (TYPJ (TYPJ MAIN FF. LINE _ - _ MAIN F.F. LINE /�\ V © COPYRIGHT 2014, TAYLOR MORRISON CD 7GRADE LINA 4" BANDING * * * * * * (A55UMED) G.G. VERIFY - ALL BANDING AT STONE G.C. VERIFY TEMP. LOCATION515 TO PROJECT FRONS INSERT FOR 1/2" PA5T THE FACE OF THE FRONT DOOR , 5TONE FRONT ELEVATION SCALE: 1/4" : 1'-O" 2138 K E V 51 0A • TITLE • SANF=cs j) FRONT ELEVATION DETAILS �^ ' - • SHEET • ELEVATION 11cif GARAGE LEFT • LANAI ROOF VENT REQUIREMENTS G.G. VERIFY THAT 30.12 SQ. IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF IS ACQUIRED. * * * * * --- - VERIFY QUANTITY OF'ROOF VENTS REFER TO COVER SHEET - --------- GENERAL NOTES FOR I I REQUIRED, PER MANUFACTURER'S ROOFING UNDERLAYMENT i y� �Q I SPECIFICATIONS OF NET FREE REQUIREMENTS FOR ROOF AREA PER VENT. 4:12 4:12 PITCHES 4:12 AND UNDER- * * * * ----------- ---------------------------- I I I I I I I I I I I I I 6:12 i UPPER ROOF VENT REQUIREMENTS I G.C. VERIFY THAT 305.68 5Q. IN. 6:12 n i OF VENTILATION THROUGH UPPER oc I 2/3 OF ROOF IS ACQUIRER a i VERIFY QUANTITY OF ROOF VENTS oc i REQUIRED, PER MANUFACTURER'S 5PECIFICATION5 OF NET FREE AREA PER VENT, I I I I I I I I I I 6:12 G.G. VERIFY FOR i SADDLE 6:12Q R38 CEILING INSULATION --------------- --- Lu G.C. VERIFY RADIANT I -- BARRIER i I I _ _6_I2 6- I GARAGE ROOF I I VENT REQUIREMENTS 1 a I I G.G. VERIFY THAT 91.68 50. IN. az o i OF VENTILATION THROUGH UPPER a i i 2/3 OF ROOF 15 ACQUIRER -----------.-- -------------' VERIFY QUANTITY OF ROOF VENTS 1' 0° REQUIRED, PER MANUFACTURER'S TYP. SPECIFICATIONS OF NET FREE OVERHANG AREA PER VENT: AT HIP AA (UN.O.) 3C2 ROOF PLAN_ SCALE: I/8" = 14' 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING GLEAR OPENING NEIGN75 * * * * * * * * THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.2. AND A5TM C 1063. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" 12 GIRDER 6� Q6 * * * * * TRUSS ROOF TRU55E REFER TO COVER SHEET AT GENERAL NOTES FOR PD.G. (TYPICAL) 12 ROOFING UNDERLAYMENT (TQ6 REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER * * * * * ' LOFT L 2-5TORY R. 1jj ROOF TRUSSES VOLUME ILI ROOF TRUSSES AT 24 O.C. 4 p AT 24" O.G. (TYPICAL) FLOOR 5Y5TEM -•- (TYPICAL) BEAMABEAM-/ CONIC, LINTEL I KIT. FAMILY ROOM a GARAGE 14 x UC rO tq 0J �rn N' y M� O C4 co NMI No 6 >JM L °N� �� O 1,-- NiNNNE 8=c8 �r �rn * * * * * * * * THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.2. AND A5TM C 1063. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" 12 GIRDER 6� Q6 * * * * * TRUSS ROOF TRU55E REFER TO COVER SHEET AT GENERAL NOTES FOR PD.G. (TYPICAL) 12 ROOFING UNDERLAYMENT (TQ6 REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER * * * * * ' LOFT L 2-5TORY R. 1jj ROOF TRUSSES VOLUME ILI ROOF TRUSSES AT 24 O.C. 4 p AT 24" O.G. (TYPICAL) FLOOR 5Y5TEM -•- (TYPICAL) BEAMABEAM-/ CONIC, LINTEL I KIT. FAMILY ROOM a GARAGE * * * * * ¢ •w.y M w REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF _. PITCHES 4:12 AND UNDER 6 12 Q6 ROOFLE * * * * * 50INGLE ROOF a6 PLT. HT. PLT. HL PLT. HT. STUCCO FIN15W SHINGLE STUCCO �' * DAVIS BEWS ROOF 4� FIN15H / DESIGN GROUP SECOND F.F. LINE SNINGLE _ _ _ g�� SECOND FF, LINE 8 ROOF 7 _ SECOND FF. LINE T.OM.T.OM. / TDM, 150 STATE STREET EAST _ — — — — — � OLDSMAIZ, FLORIDA 34677 M 813.925.1300 TEL 813. 925.1800 FAX /TEXTURED WWW.DAVISBEWS.COM _ /TEXTURED TYP FINISH RETURN DRY5TACK _ TAMPA . nENVER FINISH 7 LEDGESTONE -� EST 1994 �l AT 51DES (TYP.) [ n . MAIN FF. LINE MAIN FF, LINE (UND.) MAIN FF. LINE GRADE LINE MINN (ASSUMED) CD LEFT ELEVATION SCALE: 1/8" = I'-011 12 12 6`�6 �-SHINGLE ROOF PLT. HT. PLT. HT. Z Ll t:J FINI5H0 F.G.ALF.G. m °' SHINGLE � 12 12 0 SECOND FF. LINE _ ROOF 4 12 12 SECOND FF. LINEV) T.O.M. _ TDM. _ TEXTURED TEXTURED FIN15H �. �.. -. si FIN15H MAIN F.E. LINE LP. _MAIN FF. LINE — - - GRADE DINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - I' -(D" r*4 — oC 12 .� 612� 6� 5HINGLE Q6 PLT. HT. PLT. HT.0 TEMP. e 6; STUCCO cO5HINGLE 6, 8 FINISH 7 r' 12 ROOF �l a • SECOND FF. LINE ROOF LSHINGLE 6 12 4 _SECOND F.F. LINE T.O.M. � � TDM. 2138' v • • TEXTURED _ - TEXTU REp DRY5TACK FINISH I i7 FINISH LEDGE5TONE � cz (TYP.) TEMP. c MAIN F.F. LINE - - _ - _ - _ - - - _ MAIN FF. LINE SAN ORD TEMP. GRADE LINE (ASSUMED) REVISION RIGHT ELEVATION if SCALE: 1/8" -0" ELEVATION C GARAGE LEFT x UC rO tq 0J �rn N' y M� O C4 co NMI No 6 >JM L °N� �� O 1,-- NiNNNE 8=c8 �r �rn ;; cm r =1. O _ IP P, oc �+ ZZ20 * * * * * ¢ •w.y M w REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF _. PITCHES 4:12 AND UNDER 6 12 Q6 ROOFLE * * * * * 50INGLE ROOF a6 PLT. HT. PLT. HL PLT. HT. STUCCO FIN15W SHINGLE STUCCO �' * DAVIS BEWS ROOF 4� FIN15H / DESIGN GROUP SECOND F.F. LINE SNINGLE _ _ _ g�� SECOND FF, LINE 8 ROOF 7 _ SECOND FF. LINE T.OM.T.OM. / TDM, 150 STATE STREET EAST _ — — — — — � OLDSMAIZ, FLORIDA 34677 M 813.925.1300 TEL 813. 925.1800 FAX /TEXTURED WWW.DAVISBEWS.COM _ /TEXTURED TYP FINISH RETURN DRY5TACK _ TAMPA . nENVER FINISH 7 LEDGESTONE -� EST 1994 �l AT 51DES (TYP.) [ n . MAIN FF. LINE MAIN FF, LINE (UND.) MAIN FF. LINE GRADE LINE MINN (ASSUMED) CD LEFT ELEVATION SCALE: 1/8" = I'-011 12 12 6`�6 �-SHINGLE ROOF PLT. HT. PLT. HT. Z Ll t:J FINI5H0 F.G.ALF.G. m °' SHINGLE � 12 12 0 SECOND FF. LINE _ ROOF 4 12 12 SECOND FF. LINEV) T.O.M. _ TDM. _ TEXTURED TEXTURED FIN15H �. �.. -. si FIN15H MAIN F.E. LINE LP. _MAIN FF. LINE — - - GRADE DINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - I' -(D" r*4 — oC 12 .� 612� 6� 5HINGLE Q6 PLT. HT. PLT. HT.0 TEMP. e 6; STUCCO cO5HINGLE 6, 8 FINISH 7 r' 12 ROOF �l a • SECOND FF. LINE ROOF LSHINGLE 6 12 4 _SECOND F.F. LINE T.O.M. � � TDM. 2138' v • • TEXTURED _ - TEXTU REp DRY5TACK FINISH I i7 FINISH LEDGE5TONE � cz (TYP.) TEMP. c MAIN F.F. LINE - - _ - _ - _ - - - _ MAIN FF. LINE SAN ORD TEMP. GRADE LINE (ASSUMED) REVISION RIGHT ELEVATION if SCALE: 1/8" -0" ELEVATION C GARAGE LEFT DINING JOB NUMBER 25002.148 CAD FILE NAME LOT 102 ISSUED 04-27-15 REVISED 05-18-15 til I I I I U►�� SECTION AA e� �`de....a•�. g !a, O� " LA W A, O �, d SCALE: 1/8" = I'-0" s Ze �*1 0 >1;a * * * * * ¢ •w.y M w REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF _. PITCHES 4:12 AND UNDER 6 12 Q6 ROOFLE * * * * * 50INGLE ROOF a6 PLT. HT. PLT. HL PLT. HT. STUCCO FIN15W SHINGLE STUCCO �' * DAVIS BEWS ROOF 4� FIN15H / DESIGN GROUP SECOND F.F. LINE SNINGLE _ _ _ g�� SECOND FF, LINE 8 ROOF 7 _ SECOND FF. LINE T.OM.T.OM. / TDM, 150 STATE STREET EAST _ — — — — — � OLDSMAIZ, FLORIDA 34677 M 813.925.1300 TEL 813. 925.1800 FAX /TEXTURED WWW.DAVISBEWS.COM _ /TEXTURED TYP FINISH RETURN DRY5TACK _ TAMPA . nENVER FINISH 7 LEDGESTONE -� EST 1994 �l AT 51DES (TYP.) [ n . MAIN FF. LINE MAIN FF, LINE (UND.) MAIN FF. LINE GRADE LINE MINN (ASSUMED) CD LEFT ELEVATION SCALE: 1/8" = I'-011 12 12 6`�6 �-SHINGLE ROOF PLT. HT. PLT. HT. Z Ll t:J FINI5H0 F.G.ALF.G. m °' SHINGLE � 12 12 0 SECOND FF. LINE _ ROOF 4 12 12 SECOND FF. LINEV) T.O.M. _ TDM. _ TEXTURED TEXTURED FIN15H �. �.. -. si FIN15H MAIN F.E. LINE LP. _MAIN FF. LINE — - - GRADE DINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - I' -(D" r*4 — oC 12 .� 612� 6� 5HINGLE Q6 PLT. HT. PLT. HT.0 TEMP. e 6; STUCCO cO5HINGLE 6, 8 FINISH 7 r' 12 ROOF �l a • SECOND FF. LINE ROOF LSHINGLE 6 12 4 _SECOND F.F. LINE T.O.M. � � TDM. 2138' v • • TEXTURED _ - TEXTU REp DRY5TACK FINISH I i7 FINISH LEDGE5TONE � cz (TYP.) TEMP. c MAIN F.F. LINE - - _ - _ - _ - - - _ MAIN FF. LINE SAN ORD TEMP. GRADE LINE (ASSUMED) REVISION RIGHT ELEVATION if SCALE: 1/8" -0" ELEVATION C GARAGE LEFT 12 PITCH AS PER ELEV. / 3 TAB 25 YR SHINGLE ON 15# FELTOVER ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE–ENGINEERED ROOF TRUSSES 0 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN RG. HOT. *-------2x6, ALUM. E}FASCIA 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER .��5 -' WALL PER PLAN 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE THICK / BARRIER 2 FLASHING TAMPA • DENVER. EST. 1994�� - I�r �SILL PLATE SEE DETAIL B P { TYP. CROSS-SECTION OF RAISED DO NOT FLASH — r FOR OPTIONS) \�� _ F BANDING A OVER BOTTOM U' -- TEXTURED FINISH AN NG AND / NAILING FLANGE �P� 6" 5"x5 METAL FLASHING w TAR BETWEEN OR SAND FINISH KEYSTONE HEAD FLASHING TIE–IN � CORNER PATCH FLASHI G ANE IISHINGL SCALE: 3" = 1'-0" INSTRUCTIONS:IONs: NOTES: RUN KICKOUT FLASHING 6" 0 1, CUT, FOLD UP & TEMPORARILY O PAST EDGE OF ROOF SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF–ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) FLASHING o ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF –... .FLASHING .WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER.. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 0 FATHER RESISTIVE 3. FOLD W T. FLASHING 70 BE FLEXNBLE SELF–ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASI•IING AND SEAL. WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS {MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER'S TYPICAL ROOF TO WALL FLASHING DETAIL SHEATHINGPER PLAN. 3. MECHANICALLY FASTEN PLN A5 NECESSARY N.T.S. PLAN VIEW 3 15" FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 0 N.T.S. 5 1/8" STUCCO THICKNE56 OPTION » A fz�l. T FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2_/ WALL SHEATHING" NOTES: 1. FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3, INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER "TO FORM WATER SHEDDING LAPS 2010 FBRC SECTION 703.8 `--VENTED ALUM. SOFFIT w • SHEATH do EXT. FINISH WINDOW FLASHING AS REQ'D WINDOW – 1x4 WINDOW TRIM . JOB NUMBER 25002.148 • DBL. 0 1. INTEGRATE INSTAL.I...ATION OF WEATHER RESISTIVE BARRIER WITH HEADER TYPICAL WINDOW & SLIDING GLAS DOOR Z FLASHING DETAIL N.T.S. } N • •'- 2. SCORE: & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO � RESISTIVE BARRIER 8c TEMPORARILY SECURE WEATHER FOLD UP WEATHER MECHANICALLY FASTEN RESISTIVE RESISTIVE BARRIER, & AS NECESSARY IN BARRIER TEMPORARILY SECURE CORNERS THROUGH w e. y FLASHING WEATHER' ° EXTERIOR RESISTIVE E SHEATHING BARRIER TAPE--- SILL PLATE 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER .��5 -' WALL PER PLAN 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE THICK / BARRIER 2 FLASHING TAMPA • DENVER. EST. 1994�� - I�r �SILL PLATE SEE DETAIL B P { TYP. CROSS-SECTION OF RAISED DO NOT FLASH — r FOR OPTIONS) \�� _ F BANDING A OVER BOTTOM U' -- TEXTURED FINISH AN NG AND / NAILING FLANGE �P� 6" 5"x5 METAL FLASHING w TAR BETWEEN OR SAND FINISH KEYSTONE HEAD FLASHING TIE–IN � CORNER PATCH FLASHI G ANE IISHINGL SCALE: 3" = 1'-0" INSTRUCTIONS:IONs: NOTES: RUN KICKOUT FLASHING 6" 0 1, CUT, FOLD UP & TEMPORARILY O PAST EDGE OF ROOF SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF–ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) FLASHING o ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF –... .FLASHING .WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER.. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 0 FATHER RESISTIVE 3. FOLD W T. FLASHING 70 BE FLEXNBLE SELF–ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASI•IING AND SEAL. WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS {MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER'S TYPICAL ROOF TO WALL FLASHING DETAIL SHEATHINGPER PLAN. 3. MECHANICALLY FASTEN PLN A5 NECESSARY N.T.S. PLAN VIEW 3 15" FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 0 N.T.S. 5 1/8" STUCCO THICKNE56 OPTION » A fz�l. T FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2_/ WALL SHEATHING" NOTES: 1. FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3, INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER "TO FORM WATER SHEDDING LAPS 2010 FBRC SECTION 703.8 w • (ASSEMBLED WINDOW T y cn . JOB NUMBER 25002.148 • 0o 0 1. INTEGRATE INSTAL.I...ATION OF WEATHER RESISTIVE BARRIER WITH 0 L H NCi ISSUED 04-27-15 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER .��5 -' WALL PER PLAN 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE THICK / BARRIER 2 FLASHING TAMPA • DENVER. EST. 1994�� - I�r �SILL PLATE SEE DETAIL B P { TYP. CROSS-SECTION OF RAISED DO NOT FLASH — r FOR OPTIONS) \�� _ F BANDING A OVER BOTTOM U' -- TEXTURED FINISH AN NG AND / NAILING FLANGE �P� 6" 5"x5 METAL FLASHING w TAR BETWEEN OR SAND FINISH KEYSTONE HEAD FLASHING TIE–IN � CORNER PATCH FLASHI G ANE IISHINGL SCALE: 3" = 1'-0" INSTRUCTIONS:IONs: NOTES: RUN KICKOUT FLASHING 6" 0 1, CUT, FOLD UP & TEMPORARILY O PAST EDGE OF ROOF SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF–ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) FLASHING o ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF –... .FLASHING .WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER.. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 0 FATHER RESISTIVE 3. FOLD W T. FLASHING 70 BE FLEXNBLE SELF–ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASI•IING AND SEAL. WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS {MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER'S TYPICAL ROOF TO WALL FLASHING DETAIL SHEATHINGPER PLAN. 3. MECHANICALLY FASTEN PLN A5 NECESSARY N.T.S. PLAN VIEW 3 15" FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 0 N.T.S. 5 1/8" STUCCO THICKNE56 OPTION » A fz�l. T FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2_/ WALL SHEATHING" NOTES: 1. FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3, INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER "TO FORM WATER SHEDDING LAPS 2010 FBRC SECTION 703.8 w • x m C 0 inp . JOB NUMBER 25002.148 • 0o J ►. 1. INTEGRATE INSTAL.I...ATION OF WEATHER RESISTIVE BARRIER WITH ISSUED 04-27-15 Y/ 2N�M } N • •'- 2. SCORE: & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO � RESISTIVE BARRIER 8c TEMPORARILY SECURE ` >.J � A L IL °LL. z 00 ro4 J .0 N � C OtGp C0 E t T I r. «e co e F- L4io r, � caCID 50# FELT OVER .ENVELOPE WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTIVEBARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES p ` y aqp .METAL FLASHING 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER .��5 -' WALL PER PLAN 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE THICK / BARRIER 2 FLASHING TAMPA • DENVER. EST. 1994�� - I�r �SILL PLATE SEE DETAIL B P { TYP. CROSS-SECTION OF RAISED DO NOT FLASH — r FOR OPTIONS) \�� _ F BANDING A OVER BOTTOM U' -- TEXTURED FINISH AN NG AND / NAILING FLANGE �P� 6" 5"x5 METAL FLASHING w TAR BETWEEN OR SAND FINISH KEYSTONE HEAD FLASHING TIE–IN � CORNER PATCH FLASHI G ANE IISHINGL SCALE: 3" = 1'-0" INSTRUCTIONS:IONs: NOTES: RUN KICKOUT FLASHING 6" 0 1, CUT, FOLD UP & TEMPORARILY O PAST EDGE OF ROOF SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF–ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) FLASHING o ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF –... .FLASHING .WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER.. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 0 FATHER RESISTIVE 3. FOLD W T. FLASHING 70 BE FLEXNBLE SELF–ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASI•IING AND SEAL. WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS {MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER'S TYPICAL ROOF TO WALL FLASHING DETAIL SHEATHINGPER PLAN. 3. MECHANICALLY FASTEN PLN A5 NECESSARY N.T.S. PLAN VIEW 3 15" FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 0 N.T.S. 5 1/8" STUCCO THICKNE56 OPTION » A fz�l. T FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2_/ WALL SHEATHING" NOTES: 1. FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3, INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER "TO FORM WATER SHEDDING LAPS 2010 FBRC SECTION 703.8 TIE–IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 154 FELT . JOB NUMBER 25002.148 • CAD FILE NAME LOT 102 1. INTEGRATE INSTAL.I...ATION OF WEATHER RESISTIVE BARRIER WITH ISSUED 04-27-15 FLASH -LING TO FORM WATER SHEDDING LAPSFOLD UP WEATHER } 2. SCORE: & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO � RESISTIVE BARRIER 8c TEMPORARILY SECURE w t � A ALLOW FOR PLASHING INSTALLATION z SHALL � DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION F' DESGRIBEf� IN SECTION F�'?.03.8, EC-�Rt;,. THE EXTERIOR WALL `� L BECQ r. «e co e F- r, � caCID 50# FELT OVER .ENVELOPE WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTIVEBARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES p ` y aqp .METAL FLASHING I M M BRANE 5TRIP COVERING WOOD � f I e 5""x5," METAL FLASHING ®•..ca ;� s is. ....... SHINGLE ROOF PER w/TAR BETWEEN •LA! • , 1S"x18" METAL CONTRACT FLASHING AND SHINGLES 1 FLASHING SHINGLE PER ASPHALT SATURATED FELT FREE FROM HOI..,ES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D CONTRACT "�'_141k W 11/2" THICK 226NOR OTHER APPROVED WEATHER --RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703.4. SUCH DAMS BEWS SAND FIN15N DESIGN GROVP z METAL OR PLASTIC EXPANSION JOINT C) KEY5TONE FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 mm). WHERE JOINTS IIF APPLICABLE) FLASHING TYPICAL ROOF TO WALL FLASHING DETAIL RAISED o0 SLDWIA[l, MDMA ATE STR.EET �� TYPICAL VALLEY DETAIL 5ANDFIN15H 813.925.1300 TEL N.T.S. N.T.S. TEXTURED BANDING 813.925.1800 FAX W W W.DAVISBEWS.GOM 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER .��5 -' WALL PER PLAN 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE THICK / BARRIER 2 FLASHING TAMPA • DENVER. EST. 1994�� - I�r �SILL PLATE SEE DETAIL B P { TYP. CROSS-SECTION OF RAISED DO NOT FLASH — r FOR OPTIONS) \�� _ F BANDING A OVER BOTTOM U' -- TEXTURED FINISH AN NG AND / NAILING FLANGE �P� 6" 5"x5 METAL FLASHING w TAR BETWEEN OR SAND FINISH KEYSTONE HEAD FLASHING TIE–IN � CORNER PATCH FLASHI G ANE IISHINGL SCALE: 3" = 1'-0" INSTRUCTIONS:IONs: NOTES: RUN KICKOUT FLASHING 6" 0 1, CUT, FOLD UP & TEMPORARILY O PAST EDGE OF ROOF SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF–ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) FLASHING o ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF –... .FLASHING .WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER.. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 0 FATHER RESISTIVE 3. FOLD W T. FLASHING 70 BE FLEXNBLE SELF–ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASI•IING AND SEAL. WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS {MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER'S TYPICAL ROOF TO WALL FLASHING DETAIL SHEATHINGPER PLAN. 3. MECHANICALLY FASTEN PLN A5 NECESSARY N.T.S. PLAN VIEW 3 15" FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 0 N.T.S. 5 1/8" STUCCO THICKNE56 OPTION » A fz�l. T FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2_/ WALL SHEATHING" NOTES: 1. FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3, INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER "TO FORM WATER SHEDDING LAPS 2010 FBRC SECTION 703.8 TIE–IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTAL.I...ATION OF WEATHER RESISTIVE BARRIER WITH FLASH -LING TO FORM WATER SHEDDING LAPSFOLD UP WEATHER } 2. SCORE: & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO � RESISTIVE BARRIER 8c TEMPORARILY SECURE w t � A ALLOW FOR PLASHING INSTALLATION z 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER .��5 -' WALL PER PLAN 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE THICK / BARRIER 2 FLASHING TAMPA • DENVER. EST. 1994�� - I�r �SILL PLATE SEE DETAIL B P { TYP. CROSS-SECTION OF RAISED DO NOT FLASH — r FOR OPTIONS) \�� _ F BANDING A OVER BOTTOM U' -- TEXTURED FINISH AN NG AND / NAILING FLANGE �P� 6" 5"x5 METAL FLASHING w TAR BETWEEN OR SAND FINISH KEYSTONE HEAD FLASHING TIE–IN � CORNER PATCH FLASHI G ANE IISHINGL SCALE: 3" = 1'-0" INSTRUCTIONS:IONs: NOTES: RUN KICKOUT FLASHING 6" 0 1, CUT, FOLD UP & TEMPORARILY O PAST EDGE OF ROOF SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF–ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) FLASHING o ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF –... .FLASHING .WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER.. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 0 FATHER RESISTIVE 3. FOLD W T. FLASHING 70 BE FLEXNBLE SELF–ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASI•IING AND SEAL. WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS {MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER'S TYPICAL ROOF TO WALL FLASHING DETAIL SHEATHINGPER PLAN. 3. MECHANICALLY FASTEN PLN A5 NECESSARY N.T.S. PLAN VIEW 3 15" FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 0 N.T.S. 5 1/8" STUCCO THICKNE56 OPTION » A fz�l. T FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2_/ WALL SHEATHING" NOTES: 1. FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3, INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER "TO FORM WATER SHEDDING LAPS 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. TYPICAL FLASHING DETAIL AT SILL PLATE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WEEP SCREED DETAILK' E V 15^10" N ._ 5. WHERE EXIL'RlIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD—FRAME CONSTRUCTION, PERM.c.D.ENGINEERING 6CALE:3":V-0" N.T.S. 6. AT WALL AND ROOF INTERSECTIONS. ��aTLD�N� 7. AT BUILT—IN GUTTERS. SANTO 2010 FBRC SECTION 703.8 4 PAPERBACK LATH EXTERIOR WALLS SHALL PROVIDE THE BUILIDNCWITH A WEATHER—RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS SHALL � DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION F' DESGRIBEf� IN SECTION F�'?.03.8, EC-�Rt;,. THE EXTERIOR WALL `� L BECQ .ENVELOPE WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTIVEBARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES I M M BRANE 5TRIP COVERING WOOD � SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. FRAME/MA50NRY INTER5ECTION UNDER EXPAN51ONJOINT TOEXTEND 2" BELOW CMUr*4 ASPHALT SATURATED FELT FREE FROM HOI..,ES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D 226NOR OTHER APPROVED WEATHER --RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703.4. SUCH z METAL OR PLASTIC EXPANSION JOINT C) FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 mm). WHERE JOINTS - THAN 6 INCHES 152 mm OCCUR, FELT SHALL._. BE I....APPED NOT LESS C ( ) _ „ I FROM TOP oFCMU APPROVED CORROSION-RLSI.I IVFFLASHING SHALL BE PROVIDED IN 'THE _ X.I ERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL �.,.■ CAVITY OR PENETRATION ION OF WATER -1-0 THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND INSTALLED - 5 5/8" 5TUCCO OR CEMENTIOUS HALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION. -RESISTANT FLASHING SHALL BE AT ALL OF SHALL "'THE FOLLOWING LOCATIONS; COATING OVER CMU EXTERIOR R P IN SUCH A MANNER AS TO BE LEAKPROOF EXCEPT THAT SELF—FLASHING WINDOWS HAVING A T 1. AT TOP OF ALL CXTCROR WINDOW AND 000 OPENINGS UC , G CONTINUOUS CMU WALL PER PLAN LAP OF NOT LESS THAN 1 1/8 INC..HES2&-T�m OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS DO NOT REQUIRE ) ADDITIONAL FLASI--IIING; JAMB FLASHING MAY ALSO BE OMITTED WI_IEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU 2138 ' I OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES `UNDER STUCCO 2. AT THE INTERSECTION OF CHIMNEYS .,� C CC COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. TYPICAL FLASHING DETAIL AT SILL PLATE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WEEP SCREED DETAILK' E V 15^10" N ._ 5. WHERE EXIL'RlIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD—FRAME CONSTRUCTION, PERM.c.D.ENGINEERING 6CALE:3":V-0" N.T.S. 6. AT WALL AND ROOF INTERSECTIONS. ��aTLD�N� 7. AT BUILT—IN GUTTERS. SANTO ELECTfRICAL K 0 DUPLEX CONVENIENCE OUTLET or DUPLEX OUTLET ABOVE COUNTER - - - - - - - - - - - - - - - - Owip. WEATHERPROOF DUPLEX OUTLET F - - -1 14.1. GROUND FAULT INTERRUPTER DUPLEX OUTLET j HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 120 VOLT OUTLET LANAI ROUGH -IN I WALL SWITCH FOR OK. W.P. I 13 THREE-WAY SWITCH FANLIGHT I G.F.I. u I W.P. GF"'14 FOUR-WAY SWITCH ID DIMMER SWITCH \ -- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE a I A/C WALL MOUNTED INCANDESCENT LIGHT FIXTURE 7111AI sD DISCONN.RECESSED INCANDESCENT LIGHT FIXTURE cM sD LIGHT FIXTURE WITH PULL CHAIN L MOUNT ;0 '\� ,O, AT 8'-8" \ I TRACK LIGHT DAT � FLUORESCENT LIGHT FIXTURE FAMILY ROOM PORT a I 4 EXHAUST FAN / ROUGH IN ;Q; EXHAUST FAN/LIGHT COMBINATION FOR OPT: �D ELECTRIC DOOR OPERATOR (OPTIONAL) G.C. TO DETERMINE EXACT `�' I � J FAN/LIGHT ® CHIMES (OPTIONAL) / LOCATION AND HEIGHT OF OUTLET AND MULTI -MEDIA D PUSHBUTTON SWITCH (OPTIONAL) CHASE Q' Q' © CARBON MONOXIDE DETECTOR SMOKE DETECTOR SMOKE / CARBON MONO. COMBO DETECTOR UP TO MASTER SUITE K TELEPHONE (OPTIONAL) FAN/ LIGHT — — M TELEVISION (OPTIONAL) GF.I. O THERMOSTAT p; M. BATH ELECTRIC METER - ELECTRIC PANEL HORIZ -� DISCONNECT SWITCH I MAKE-UP LIGHTS ® SPEAKER (OPTIONAL) PENDANTI cam, ROUGH -IN FOR OPT. CEILING FAN (VERIFY I � J LOCATION) I GF.I. c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING FAN NOTES- W.P. OTES WP. - � 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.).) AS INDICATED (VERIFY) Fc -H] - ON PLANS OR AS ITEM No, 4 AND 5 BELOW INDICATES. DINING ROOM ZOUP TO I 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE G.G. VERIFY UNDER / LI I _ FOLLOWING HEIGHTS ABOVE FINISHED FLOOR OVER CABINET LIGHTING — — — — F-07 (- 1 SWITCHES.... 42" AT KITCHEN _ _ G.F.I. ;�' — — � I— 220 V. OUTLETS.....14' — — — — — — — L — T TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) G.C. VERIFY: LOCATION — — — — — — — — - TELEVISION... 14" —� OF DISPOSAL. SWITCH IS I O DP. �GF.I.F5 UNDER SINK CABINET I � � �� 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER G.F.I. UTIL SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE - I j +32" s� cM GF.I. AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. G.F.I.I j ;O MICROWAVE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING OUTLET +14" / D \ GF.I. HORIZ ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, ,�✓A PWDR MAKE-UP P CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. ENT Hoop V' DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.111. KITCHEN ITOEXTE oR C 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY (VERIFY t \ ROOMS SHALL BE GF.C.I. PROTECTED (G.F.U. GF.I. G.F.I.`� \LOCATION) a 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN r0 ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 — Q I F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND GF.I. I ORDINANCES. ENTRY I 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, G.F.I. FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON AT 48" G.C. VERIFY LOCATION OF 3 I MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING SWITCH FOR SWITCHED G.F.I. PURPOSES. OUTLETS PUSHBUTTON FOR I 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN F kEGD. OPENERWP. I SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAR M6 SHALL BE GRI. �-� / ( LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. L --_-- J \ LIGHT AND SWITCH � IN ATTIC --------� WP. / GF.I. FOR GARAGE / T.U.G. SERVICE 4/0 ALU. CABLE 150 AMP. ELEC. oi�I ELEC. MAIN DISCONNECT A/C MEtER METER PANEL CLG. OUTLET COMBO - SQUARE D DISC. FOR G.D. OPENER REFER TO FLOOR TYP. 014 AND 12 COPPER TO - - - - - - - - - - - - - - - - - - - F - PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS / AMPS. REQUIRED PANEL MO COPPER TO WATER HEATER UNDERGROUND "8 COPPER TO RANGE / SERVICE BY ANY ` M4 COPPER TO 5/8" GROUND ROP yui� omvo POWER COMPANY ALSO SERVICE TO BE BONDED AT 48.. I IRRIG. AT 48" TO FOOTING STEEL A)(=CE Rl I i /LL W.P. ELECTRICAL RISER DIAGRAM G.I. COACH NOTE: COACH LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL LIGHT —` ,- �� COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL REVISION G.C. TO DETERMINE EXACT ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LOCATION AND HEIGHT OF SWITCHED OUTLET MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT • JOB NUMBER 25002.148• CAD FILE NAME LOT 102 x m 04-27-15 REVISED CV TO Lo 0 N' 0) N �N�M 01 6 d .'- L >:;JM L L, D�IL 0 0 �~ omC0 t1.= �rn N ++o*f0 6. z �-e • JOB NUMBER 25002.148• CAD FILE NAME LOT 102 ISSUED 04-27-15 REVISED 05-18-15 .2138 • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR. FLORIDA 3*77 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 .2138 • SHEET • ELECT�ICAL <E`� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Kkp. WEATHERPROOF- DUPLEX OUTLET �F.l. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR � 220 VOLT OUTLET $ WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE iQt RECESSED INCANDESCENT LIGHT FIXTURE *c. LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) Ei PU6aTTON SWITCH (OPTIONAL) (R CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) <\ -41 ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1 ROUGH -IN FOR OFT. CEILING PAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS AS INDICATED ON PLANS OR AS nM NO. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOP, SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ;; ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2006 40611 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GPL.I. PROTECTED (GPI) 6, IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NP.P.A. 1OA-05, N.E.C. 2006, 2010 F.D.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALAR16 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 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. S A :&lc -I o I 2138 ic UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT • K (z 150 STATE STREET EAST OMSMAR, FLORIDA 34677 813 .925 . 1300 TEL 813. 925. 1800 FAX WWWDAVISBEW&COM TAMPA o DENVER 0c� 66 00 3�E 4mP L0 o o cy Q > ;JM 8 N 0 00 3N0.- 1p o 0) ON :&lc -I o I 2138 ic UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OMSMAR, FLORIDA 34677 813 .925 . 1300 TEL 813. 925. 1800 FAX WWWDAVISBEW&COM TAMPA o DENVER EST. 1994 :&lc -I o I 2138 ic UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT GENERAL SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 NOTES S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN 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 AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES: SD3 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A SD4 MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING: ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES TRUSS MEMBER W/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND OF PRESSURE TREATED WOOD. CAST IN PLACE CONCRETE 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 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 DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1,4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO, 4. ALL CONCRETE WORK SHALL BE 1N ACCORDANCE WITH "THE BUILDING CODE 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. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND' 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. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS 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 SHINGLE TYPE ROOF COVER PSF 7 = DL ( ) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHTWEIGHT 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 MINIMUM FLOOR DESIGN LIVE LOADS: 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 GENERAL STAIR DETAILS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. A)FLOORS = 40 PSF MASONRY WALL CONSTRUCTION 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 20001 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 SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS 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 AL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK 6. VERTICAL 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 APPROX. 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-63 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. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("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 O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). 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. 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. ITIS 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 -13 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 1. USE 1/2" CEILING 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 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MMA -4 TRUSSES, THEN BOTTOM TO TOP 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 DRILLA 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 IN 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"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE 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 <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +11/7-1-1/2",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 LINO (LOW HYDROGEN). FILLET WELDS SHALL BE %6" UNO. 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 UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI 6 1/29/2015 CREATED ELEV. C W/ OPTIONAL LANAI w/ TRUSSWAY TRUSSES PER TB -39 7 4/16/2015 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS w/ BED ROOM PER TB -55 (TL/JV) 8 4/27/2015 APPLIED TRUSSWAY TRUSS TO ELEV-A PER TB -45 DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 • WIND PRESSURE & SUCTION EFFECTIVE Z O (PSF) WIND (�) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA 4O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 0 (+> 20.2 (+) 20.2 20 (-) 22.0 - 26.4 {+) 19.0 (+) 19.0 50 -) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x T-0" (+) 18.4 (+)777- +(-)20.9 (-)20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,I 5 5 Jam' a 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 1S 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 (12.7MM) GYPSUM BOARD. 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. III • •• s Z Z .� °• < 1 O !� • f��tll _J o .. © e � s 0 fro F2% 4 rz 0 k °` s�I °je•�ssoO°•0!`e` LL LU J d O L) 0 Z Q M reW F- a 2 U • U_ O U: Z O O E E D/43 OMD M`��` ] Z C� p W s1z 0OC6 M r` j 06Z to a) J Z Z Zay cis s p a<wgg L) W isjE LLJ Z N� - W O > w C LLI 65 v C J 0 V 0 (14 11 F- C a C H zw0 - 0 .„ CO) W W 0 1 W ' U) W 2 Z W y. Z 0In H H C STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: BM QC CHECK: CC JOB No. TM - 2150448 SCALE: AS INDICATED - DATE: 04/27/15 LO FOUNDATION NOTES: w Q N 1. PROVIDE MIIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE ❑ In 30'_0" LAPPED MIN. 6" AND SEALED. 0 2 STORY FOOTING v 2, PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 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 Z EXCEEDS SPECIFICATIONS SET FORTH IN THE FBG -R 2010 EDITION). O 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Z < LAP SPLICES SHALL BE NO LESS THAN 25". W Z 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 0 W RECESSING DOOR SILLS. W z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. Q 0 g, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE Ljj � � I SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) U W Q CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE Z U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR E3 W USE ALTERNATE APPROVED METHOD. 0=0 ❑ ❑ 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. U) W 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0-J SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE - W O LL AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION o (� INSTRUCTIONS. - o 9. NO WOOD STAKES PERMITTED IN FOUNDATION. N Z W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED P DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO LL DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD elltfltt/��' W FOOTING STEP DOWN AND CORNER INFORMATION. �rl� Lri a N W lot 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ,,�• • e •••"�'�",�d W o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PR OV SUCH R7 �° �,a !. C`.9 Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION. Cq 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER M, % A ` J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS 0 A FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL ••0 ® O • e••® e` J CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO �j•• '�� —� J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. 0` S} LL - SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 0O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z ¢ C M STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND a FOOTING SIZES PENDING DEPTH OF STEMWALL, aS o W. � �,� O FOOTING SCHEDULE Q .2 O 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. LL _ O U)II'II'll U Z O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. O 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. O a LLI 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. U 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z O36 x36 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (6) # 5 E.W. < ^� U U LL L.L W O 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. ZOW z M 0 � a � fle 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. O Jcn F Z n h V „ _ 951 .0 4.5 54 x54 x16 dp w/#5 s @ 6 O.C. EA. WAY MIN (9) # 5 E.W. � < Cl) Z F 5 60"40"x`16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. z U rR N a O W N~ z —� Z U- 0 O O O LL U U W a W SYMBOLS LEGEND ° v W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE (BEAM ( 6'-8" O.C. MAX U.N.O.). O Z • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q TO TIE (BEAM. O ' O � 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT, zz z H O O „ z Q >O W O �- VaWL o Y W 0 P O z Ca x c? �Wm LU = z 0 -10 w z0 LU W0 F-�� ,a�Nr U S:ANI'•C:aFi'D � STRUCTURAL ENG: CFG / BED �AAF:1�. �,,° a DRAFTING: Z-STRUCT: BM JOB No. TM- 2150448 SCALE: AS INDICATED -- REVISIOGA ~ DATE: 04/27/15 FOUNDATION PLAN- 1/4"=1 011 S2. 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. i LID SYMBOLS LEGEND w Q (0 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. LO TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 1 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Z TO TIE BEAM. O 13'-4" I'-4" 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z < IlkW Z o W ■■ ■■ d W Z d ■ ® -' O O 0 a W Q z U W m C) p -10" 1'-6" " 2'-0" 10'-2.. 2'-2" < W W lie -- —_ ...... � � J _ ..__ W O E U- f— o N W W %(7 U- O U) W `� �,•eeeeeeee //// �- � i ♦ e ee �v �' N 046. i z z s �* Lw see ` O 23 F- 'fill It LL W d d' N cei ~ Z .._ Q LL p ' z' v Q� ■ -- W IL Ld . ..._..-. — _l {.... 1 �C) pZ U) — (D � 3� l Z J C) NC M^ Ca wzu) Cb co r _ O 91ij > W 21 W 0 O v FCL — ¢ W z = W ■ � cn ■ ■ 0 z ■ ■ d O z V �, ■ W 0 CV 11 I- F- O z < ~ _ 0 _ 0 J J e F- NWW ... ■ O W ..O 0 0�0 -f-- z _co cD W IM `D= Z LU U _ 0 W • ■ • • ■ • O H Z F- I'_4" I''4" 8'-8.. STRUCTURAL ENG: CFG / BED Q DRAFTING: ;„ •18 15 W STRUCT: BM QC CHECK. CC � JOB No. TM -2150448 R E V I S" 10' N cn SCALE: AS INDICATED DATE: 04/27/15 DOWEL PLACEMENT PLAN 1/4"=1'-011 3 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. p p Y ❑ Ij 1 � z O y o 0 0 0 0 0 o Q �^ Q F_ �o n -� -� ,�� Q z W z 0 W J01 _.._. J01 w z0 O O I- W J02 J02 U (' N Jo3 PS03 F12 X03 S1 W SIM. SD4 SD6 SD5 m ❑ p I— R01 W LL _ ., ..... _ ,. - 0 U) W ■ • C01 O W LL O F01 N HUC48 HEADER TO C.M.U. W/ 111 N = W (6) 10d NAILS & (14) %" x 2 %" F- IY ® TAPCONS F01 O cn `,�e1uttt►ro�� F01 f ,.wo.o..�' Ojrrrr N BW1 e F02 Fol C) 0� 4 -3, z za SD6 .H0 `sem: v .._, F01 F01 >�®OJ � - F01 w J r F02 n. O O F05. z ' 121 ■F03 Q P N F05)O o / ■ .,o a W 0 i � o I- � � , z __— F03 .. O F05 Q a BW1 F03 WCC ° 'a F05 -, N I I 0� U A F03 O� F05BW1 - --- -� - -------------------- F06 d _....... _ Lu 1.01 F03 am U__ L __ _ J L _ _ J F03 H F07 A S1 SD5 � Q F08 0 ,� Z SD5 �� U) to rz * F09 OW W •- , ❑ UW1 N 1• O \\ 0 Z � 1" Z VIM F10 �� ¢ C U' U "� I ,a SD2 � = <Sgrz F1 191$0 — _ - U 0�8s.... _ ..............:_.__I ... — — LL z z �s ■ O <qW' E F12 MD03 A '—___-----WF1 w Q u SD2 SD6 U W O p� Z V� F16 F1 >„'' 9 N o H 0 0 0 Roe U Bw2 SD6 SD6 m LO M 0 co LL U_° LLR02 S1 F1 LL U LL 19 5 CSD6 z W R03 SDLU 6 0 = _ R04 S1 ■ ■ O R05 SD6 RF02 2x6 #2 SYP CONT. LEDGER TO Z ® COMBO TRUSS UNDER 2ND FL.1 R06 WALL W/ (2) 16d NAILS @ 4” O.C. F 1 0 Lj SD6 0 � co to CD u' Z - V R07 0 C) o ® F1 w Z cv u SD6 R07 p z Q ■ z 0 R07 _ Q W J ■ �W Ld R07 W 0 zt)O�C R07 W m R08 A ads POR D w� Q a_ c?n o:Q 1 H GE01 v Q_ SD3 � 5 U) STRUCTURAL ENG: CFG / BED Q DRAFTING: F_ W-STRUCT: _ BM - �n QC CHECK CC W JOB No. TM -2 150448 FIRST FLOOR FRAMING PLAN = SCALE: --_ AS INDICATED ~ DATE: 04/27/15 1/4"=11-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 _ 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. LO W Q N ❑ Ij 1 � z O y o 0 0 0 0 0 o Q �^ Q F_ �o n -� -� ,�� Q z W z 0 W J01 _.._. J01 w z0 O O I- W J02 J02 U (' N Jo3 PS03 F12 X03 S1 W SIM. SD4 SD6 SD5 m ❑ p I— R01 W LL _ ., ..... _ ,. - 0 U) W ■ • C01 O W LL O F01 N HUC48 HEADER TO C.M.U. W/ 111 N = W (6) 10d NAILS & (14) %" x 2 %" F- IY ® TAPCONS F01 O cn `,�e1uttt►ro�� F01 f ,.wo.o..�' Ojrrrr N BW1 e F02 Fol C) 0� 4 -3, z za SD6 .H0 `sem: v .._, F01 F01 >�®OJ � - F01 w J r F02 n. O O F05. z ' 121 ■F03 Q P N F05)O o / ■ .,o a W 0 i � o I- � � , z __— F03 .. O F05 Q a BW1 F03 WCC ° 'a F05 -, N I I 0� U A F03 O� F05BW1 - --- -� - -------------------- F06 d _....... _ Lu 1.01 F03 am U__ L __ _ J L _ _ J F03 H F07 A S1 SD5 � Q F08 0 ,� Z SD5 �� U) to rz * F09 OW W •- , ❑ UW1 N 1• O \\ 0 Z � 1" Z VIM F10 �� ¢ C U' U "� I ,a SD2 � = <Sgrz F1 191$0 — _ - U 0�8s.... _ ..............:_.__I ... — — LL z z �s ■ O <qW' E F12 MD03 A '—___-----WF1 w Q u SD2 SD6 U W O p� Z V� F16 F1 >„'' 9 N o H 0 0 0 Roe U Bw2 SD6 SD6 m LO M 0 co LL U_° LLR02 S1 F1 LL U LL 19 5 CSD6 z W R03 SDLU 6 0 = _ R04 S1 ■ ■ O R05 SD6 RF02 2x6 #2 SYP CONT. LEDGER TO Z ® COMBO TRUSS UNDER 2ND FL.1 R06 WALL W/ (2) 16d NAILS @ 4” O.C. F 1 0 Lj SD6 0 � co to CD u' Z - V R07 0 C) o ® F1 w Z cv u SD6 R07 p z Q ■ z 0 R07 _ Q W J ■ �W Ld R07 W 0 zt)O�C R07 W m R08 A ads POR D w� Q a_ c?n o:Q 1 H GE01 v Q_ SD3 � 5 U) STRUCTURAL ENG: CFG / BED Q DRAFTING: F_ W-STRUCT: _ BM - �n QC CHECK CC W JOB No. TM -2 150448 FIRST FLOOR FRAMING PLAN = SCALE: --_ AS INDICATED ~ DATE: 04/27/15 1/4"=11-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 _ 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. BEARING WOOD WALL SCHEDULE TAG STUD SPACINGTOP CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING ATTACH KING STUD TO HEADER w/(6) BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN (3)2X8 SYP#2 BUILT UP STUD COLUMN BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. PLATE BW4 12" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN 16d NAILS BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 16d NAILS BW6 12 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160p If i 3rd. PT. 16d NAILS H5.5x11.25 (3)1.75„ x11.25 LVL ATTACH KING STUD TO HEADER w/(12) „ 6x6: ABU66 w/(12)16d NAILS & EPDXY ANCHOR w/MIN.- $ 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 O SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. A TO BE INSTALLED EA. STUD U.N.O. 3. CONNECTORS RE @ 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, %2" 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 A BASE. NUT AND 3"x3"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 E PLATE CAN ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE 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/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) OD (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) G O (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP w/z" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) NO PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL T / ATTACH KING STUD D 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) V 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 & EPDXY ANCHOR w/MIN.- $ 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 O SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-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 IS 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 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE OA (2)2X4 SYP #2 BUILT UP STUD COLUMN B O (3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN OD (2)2X6 SYP#2 BUILT UP STUD COLUMN E O (3)2X6 SYP#2 BUILT UP STUD COLUMN F O (2)2X8 SYP#2 BUILT UP STUD COLUMN G O (3)2X8 SYP#2 BUILT UP STUD COLUMN H O 4x4 SYP#2 POST J O 6x6 SYP#2 POST K O 8x8 SYP#2 POST L O 3-1/2"x3-1/2" LVL COLUMN. M O 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. OP 3-1/2"x9-1/2" LVL COLUMN. 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. V O - X O - 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 & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT „ 6x6: ABU66 w/(12)16d NAILS & EPDXY ANCHOR w/MIN.- $ 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 ETE / D EN T GENERAL DIAMETER/ L G H NAIL VALUES 8d .131„ x 22,E 10d .148" x 3" 12d .148„ x 34„ 161d .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 „ T 1 w/ 1 x1 NAILS OR (7) Od # B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" F 1-1META16 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR 2 META20' TO POST: SIMP. HTS20 OR LSTA18 ❑2 (1)ply TRUSS (10)10d x 11" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 �„ (2)ply TRUSS (12) 16d x 1-1 NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H10A w/(18)10d x 12' NAILS OR H10A 1015 H10A 1340 ❑ (2)ply TRUSS H10A-2 w/ 18 10d x 11" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 OLUp HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2 FLITCH 4 ❑ AT X LOCATIONS INCLUDE 3 12d TOENAILS EXT FRAME TO FRAME 1245 1450 O (2)HTS20 w/(24)10d x 12' NAILS Z LD TO POST: SIMP. HTS20 OR LSTA18 5 ❑ INCLUDE (3)12d TOENAILS AT EXT LOCATIONS C FRAME TO FRAME 2490 2900 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 W C 0M �Z o, MTS w/(14)10d x 11" NAILS 2 o J z ON MASONRY: SIMP. META16 7 AT EXT LOCATIONS INCLUDE (3)12d TOENAILS FRAME TO FRAME 860 1000 ❑ MGT w/22 10d E" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. ( ) e FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5 EMBEDMENT Z O Z n .. � 4 �[ � W E NAILS & (18)4"x2a' TAPCONS 9 HTT4 w/(18)16d x 21" NAILS & $" EPDXY ANCHOR w/SIMP, FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT W ♦♦^^ J V, W TO BEAM: SIMP. HUC410 w/ 1 (18) 6d & ~ Z O 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5�� EMBEDMENT NAILS & (18)4"x24" TAPCONS 5-') 11 HTSM16 w/(8)10d NAILS & (4)1"x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 2 LSTA18 w/ 14 10d NAILS ( ) HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928p1f E15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7 EMBEDMENT 19 HTT4 w/(18) 1$d x 23" NAILS w�" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7 EMBEDMENT 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 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 GIRDER TO COL./ BEAM 9100 4095 0 0 NOTES STANDARD CONNECTORO S 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 TRUSSES/JOISTS 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. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS O TO POST: SIMP. HTS20 OR LSTA18 O TO BEAM: SIMP. HUC48 w/(14)16d NAILS cliLU (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" C PLATE TAPCONS _ L ON MASONRY: SIMP. META16 . w TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & Z W O (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ��WJ PLATE NAILS & (18)4"x24" TAPCONS W ON MASONRY: SIMP. META16 w TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & OLUp (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2 FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d W m PLATE NAILS & (18)4"x2j" TAPCONS U) 0 Q O ON MASONRY: SIMP. META16 Z LD TO POST: SIMP. HTS20 OR LSTA18 U_ O U TO BEAM: "SIMP. HUC410 w/(18)16d & w W 3�5�' •°b, (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d W C 0M �Z o, NAILS & (18)4"x24" TAPCONS o J z ON MASONRY: SIMP. META16 Z J v pF� �- N 9-1 NSWZ TO POST SIMP. HTS20 OR LSTA18 W O TO BEAM: SIMP. HUC410 w/(18)16d & a�g (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Z O Z n .. � 4 �[ � W E NAILS & (18)4"x2a' TAPCONS 3:W ,,,�x ON MASONRY: SIMP. META16 Q � � TO POST: SIMP. HTS20 OR LSTA18 III U z Q o W ♦♦^^ J V, W TO BEAM: SIMP. HUC410 w/ 1 (18) 6d & ~ Z O r - � O (10) 10d NAILS 83.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS 5-') ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY:O 2 SIMP. META16 65.25x16 (3) 1.75"x16" LVL * 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 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 OTHERWISE NOTED. F ROOF 4. FRAME WALLS UP TO UNDERSIDE O 00 TRUSSES AT ALL NON-BEARING WALLS 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 FROM CONTINUOUS O FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE R DESIGN G N CO S N IDERATION TO THE FOLLOWING D S 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 THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEV�- 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 ISSHOWN, 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 O ADDED T EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED E 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 C T R OR A/ SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF T TRUSS E T LAYOUT SHOWN DOES ES NOT MATCH THE H U TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: HED LE: 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/S1D4 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 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING 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, 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. LU Q J Q z w W Z X O diH OU 11 Z (� W n C) M 0 ER OJ LL C) o N W W LL O z 0 - w � %;'� N l - W po..j J © o B` •` F+ ®° • LU 47 W Z Z O O cliLU o Q C z° _ L . w W Z W O o OCL • ��WJ W w OLUp C) W m U) 0 Q O Z LD U_ O U w W 3�5�' •°b, z O W W C 0M �Z o, o J z z Z J v pF� �- N 9-1 NSWZ W O E a�g SCALE: AS INDICATED I- _ v 0 W Z O Z n .. � 4 �[ � W E 3:W ,,,�x � Q � � III U z Q o W ♦♦^^ J V, W ~ Z O r - � O O 5-') N TE & CONNECTOR LEGEND O S Qv1LD/NG SANFORD oC 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. p Y 1/4"=11-011 W O W Z Z U2 0 U z O N F_ O Z W O ��WJ W OLUp W m _ Z V OV H h STRUCTURAL ENG: CFG / BED DRAFTING: i-STRUCT: BM -- - QC CHECK: CC JOB No. TM - 2150448 SCALE: AS INDICATED DATE: 04/27/15 S4,1 A L! J -,I —L I I STANDARD 2ND FLOOR FRAMING w NOTES: ¢ N o Lo 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 z TO FOLLOW THE DETAILS INDICATED BELOW'0 OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Q Q SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Z SHEATHING IS NOT CONTINUOUS) w z OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS p W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR wZ SHEATHING IS NOT CONTINUOUS) w O O 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O 1 z U < oW o � L LL! o -- LU ADD STRAPS TO W O S06 EA. SIDE OF WALL - 0 SD5 N j = W oo M O 0 Co O Y) C) C) CD` C) O 00 o �O`�' r 0.3 o o H2x10 A H2x8 !,H2x8 s Ll J07 J07""" � a N J08 at®, �o j41 � Z Z J08 4 F J09 A 4 'I/ '' o,� � ®, J O ........ R09 w SO4 SO SD5 SD5 W R10 CL O R11 Qr� QF�'"N ri Cd j o R12 NZ 2 Q ';, O �R 13 _ U � z r >10 LL ..._... - ._ - __ --------- ---- - --..L .......... � j R13 Z "„ter' 0 � II � � Off'" R13 0 0 R13 CL Ld 7 " -7 X III--- - --- .....:...._..... R13 U III ------------ _ - III R13 U) z Z J U-) R12 LL W CD .... W N R11 Q v (D a� III ------ -- -- ----- o N �W� III R10 w � o g SO4 SO = Q Z Z D U) SD5 R14 SD5 4 A A 4 w Qr°' ___..._. J09 _... _-...._.... R15 Q —� Z O a I o a 1-- Q > > O 1- J08 R15 U O III00 Q W W J07 R16--- w U) cn = O H2x8 J13 0- R17 1- oo 01)o 0 0 o a J12 CD z AN o R17 O J07 > Q Q R18 z (� Qo� w Z N 11 ,Z, A — IR19 C H2x8 Z Q zW0 GE01 O J J SD3 to Uj W o rV w 1 o 0 W 0 z (D Wm 1:Z oU j0W W Q Q 0 SA.LaFORD (n STRUCTURAL ENG: CFG /BED Q DRAFTING F -- z STRUCT: BM ._ w 1_ - 0 QC CHECK: CC F5-- .----- ----- JOB No. TM - 2150448 _.__ .._.. - --- --ROOF FRAMING PLAN SALE: AS INDICATED _ _------- DATE: 04/27/15 1/4 11= 1 1-011 NOTE. SEE PAGE. S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2 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. CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") 14'-0" 0 292/0 1160/0 1660/0 2439/0 LL 16-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS o 18'-0" 0 211/0 750/0 1177/0 1676/0 c14 18'-8 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSI. = W ° 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 H I ° - 2. fc PRESTRESSED LINTELS= 6000 psi. w 20 8 0 145/0 550/0 981/0 1376/0 a 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 8"x8"x16"CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 (n RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. /�a 'T INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB BEAM wl (1) #5 BAR W/ 3000 psi CONC. SEE 2'4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE vo •• •••., .,,� - N a,Lf A MD08/S5 FOR LAP INFO. 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. tl°•• •�''�, V_ W A. • y o. W o PROVIDE CLEAN OUT OPENING @ GROUT 31-011 1230/1230 2769/2769 4085/4085 ,.. • p cwr ¢ Z "U" 8RF14-1B/1T NOMINAL HEIGHT —r CL BEND 0 LENGTH PRECAST LINTEL LOAD TABLE ° . NO -SHEAR WALL T OPENING GENERAL CONCRETE LINTEL SCHEDULE AL SHEAR WALL SEGMENT LO -- ,/4 7„ O° 8F16-1B/1T .141 U °' •� 0 1 7/8 AT CORNERS PRECAST METAL LATH OR '° 416 M O 8RF14-0B/1TII!/ 1 5 5/8 9 1/2 20 Q 55/8 W V #5 31/8 7 113/4 F O 8F16-0B/1T 7 1-1/2" CLEAR PROVIDE PROVIDE LINTEL W/ 3000 WIRE SCREEN 13'-4" 7� 14 30 ~ _j O 81/16 181/2 36 6 z 0 APPROVED LINTEL MANUFACTURERS: 16 1/2 F_ ((00 H= #5 REBAR AT TOP MIN. (1) REQ'D O Q #3=2Y2' n o STANDARD #5 psi CONC. PER OVER COURSES U ¢ z C.M.U. _ U LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING 0 CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL = ' p O O 'Q CV O D RAFTING Q E i n 1 " 9 -2 9 -6 C Lt7 z#5 `- REBAR AT BOTTOM OF LINTEL LAjV (n(U HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO �g '° 1 APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL 0 8RF22-OB/1T�I QC CHECK: CC 0 Lo c� p ° °.: OTHER BARS INTO REBAR IS BE FILLED. A. PER REVISION STANDARD LINTEL NOTES -- - 0 EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SCALE: AS INDICATED STANDARD LINTELS CORNER AS REQ'D INDICATED IN (SHEET METAL & D08 REBAR SPLICE DETAIL TYPICAL TRUSS ANCHOR PLAN CLEAR OPENING 8" UNFILLED 8178 -11B/8178 -0138F16 -113/81F16-013 8F24-1B/8F24-0B 8F32-IB/8F32-OB _ 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. LINTEL, #5 TO BE PAPER FELT — PROVIDE SCREEN WHEN BLOCK BELOW IS 1'-61, 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 HOOKED INTO PROHIBITED) 10" HOOK NOT REQUIRED TO BE FILLED Z 2'-2" 1783 3069/3069 6113/5163 8974 / 8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. (-) SIDE VERTICALS .. STANDARD 90 DEGREE HOOK 3. �� ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. -� ¢ — H 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 °° ° .. as ° . . a ' a . a a QUI BE A. BEARING E END F Q 4 ° : a. ._a'_ '. ° ° a' ° _° w LU TYP. BOND BEAM 8" x 8" x 16° K.O. LINTEL Z I— T-411 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 a` _ _ °.' �'" ° ° , ° a 4 ° .`' a • ° , BLOCK FILL w/ 3000 si CONC. w/ 1 #5 DIA. p 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN w z W 4 0 11 860 1651/1349 5365/1999 7342 / 3123 10000/4249 ° ' ° a • ° ° a . ° REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT— — 4 -6 �� 710 1423 / 1105 4360 / 1631 6036 / 2549. 8328 / 3470 ' . - Ow INSTALLED TA A P ENGINEERING LETTER IF A SMALLER LINTEL ISCONTACT EOR FOR APPROVAL. Z 0 5'-211 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 ° : a Q ° a' ° I a O O 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 ° ° ° 4 . a °° ° °a ° ,^ g Q 5, (*) ANY LINTEL DEEPER THAN 3211 HAS BEEN VERIFIED TO WORK AS A MIN. 3211 FOR THE LOAD W —" W T-011 416 752/699 1843/1625 3486/2602 6390/3302 A a'' 4 ll a N CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 z ADEQUATE FOR THE LOADS. 0 Q a' ° iw cn 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS Z U 9'-211 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 ° ° SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY Q ° " ' a ° (.. °° a4 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W (D 101-811 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 ROUGH OPENING PER PLAN ` �' — ' a 7• PCONSTRUCTION A R UIRED PER THE LINTEL LINTELS SHOULD BE SHORED U DURING S EQ pp 0 0 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 ° STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS _� W °° ° e 12'-811 0 369/261 1002/984 1697/1361 2630/1738 #5 DIA. REBAR 8 POWER STEEL LINTELS OF SPANS MORE THAN 22'-811 ARE REQ'D TO HAVE (2) #5 BARS TOP & -1 13'-4"0 328/0 1234/0 1779/0 2662/0 BOTTOM REGARDLESS OF REINF INDICATED IN TABLE BELOW j W Q 14'-0" 0 292/0 1160/0 1660/0 2439/0 LL 16-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS o 18'-0" 0 211/0 750/0 1177/0 1676/0 c14 18'-8 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSI. = W ° 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 H I ° - 2. fc PRESTRESSED LINTELS= 6000 psi. w 20 8 0 145/0 550/0 981/0 1376/0 a 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 8"x8"x16"CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 (n RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. /�a 'T INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB BEAM wl (1) #5 BAR W/ 3000 psi CONC. SEE 2'4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE vo •• •••., .,,� - N a,Lf A MD08/S5 FOR LAP INFO. 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. tl°•• •�''�, V_ W A. • y o. W o PROVIDE CLEAN OUT OPENING @ GROUT 31-011 1230/1230 2769/2769 4085/4085 ,.. • p cwr ¢ Z FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION oumt:DULE ,� ;� (x U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 a 5'-4" 664/572 1761/1761 2595/2595 . LINTEL F = FILLED WITH GROUT / • Oji, •-. SEE FOUNDATION FOR FOOTING 61_4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED ��s �• •` o'°cz Q ER 7-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ 'i ®••• •• ,,�`� � O g'_4" 415/235 1152/1152 1694 / 1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY 8F16-1B/1T �� I>:I,�� LL D06 TYPICAL MASONRY CONSTRUCTION 0 8F8-1B/1T` QUANTITY OF #5 REBAR AT TOP SCALE: 3/4" = 1'-0" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER � F 2 O MADE DEPTHS NOT LISTN C ED OHART USE THE VAL ES FHE NORT R HR U EXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. O 8RF14-1B/1T NOMINAL HEIGHT —r CL BEND 0 LENGTH LAP SPLICE ° . NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ,/4 7„ O° 8F16-1B/1T .141 U °' •� FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION oumt:DULE ,� ;� (x U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 a 5'-4" 664/572 1761/1761 2595/2595 . LINTEL F = FILLED WITH GROUT / • Oji, •-. SEE FOUNDATION FOR FOOTING 61_4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED ��s �• •` o'°cz Q ER 7-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ 'i ®••• •• ,,�`� � O g'_4" 415/235 1152/1152 1694 / 1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY 8F16-1B/1T �� I>:I,�� LL D06 TYPICAL MASONRY CONSTRUCTION 0 8F8-1B/1T` QUANTITY OF #5 REBAR AT TOP SCALE: 3/4" = 1'-0" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER � F 2 O MADE DEPTHS NOT LISTN C ED OHART USE THE VAL ES FHE NORT R HR U EXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. O 8RF14-1B/1T NOMINAL HEIGHT —r CL BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH NOMINAL WIDTH 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ,/4 7„ O° 8F16-1B/1T " U °' •� 0 1 7/8 4'1311 B 2.0 = NOT RATED. TYPE DESIGNATION�� '° 416 M O 8RF14-0B/1TII!/ 1 5 5/8 9 1/2 20 Q 55/8 IliNlll,, N P 24 #5 31/8 7 113/4 F O 8F16-0B/1T 7 FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION oumt:DULE ,� ;� (x U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 a 5'-4" 664/572 1761/1761 2595/2595 . LINTEL F = FILLED WITH GROUT / • Oji, •-. SEE FOUNDATION FOR FOOTING 61_4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED ��s �• •` o'°cz Q ER 7-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ 'i ®••• •• ,,�`� � O g'_4" 415/235 1152/1152 1694 / 1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY 8F16-1B/1T �� I>:I,�� LL D06 TYPICAL MASONRY CONSTRUCTION 0 8F8-1B/1T` QUANTITY OF #5 REBAR AT TOP SCALE: 3/4" = 1'-0" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER � F 2 O MADE DEPTHS NOT LISTN C ED OHART USE THE VAL ES FHE NORT R HR U EXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. O 8RF14-1B/1T NOMINAL HEIGHT —r CL BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH NOMINAL WIDTH 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ,/4 7„ O° 8F16-1B/1T " U $' "/4 0 1 7/8 4'1311 B 2.0 = NOT RATED. TYPE DESIGNATION�� 2'1/4 416 M O 8RF14-0B/1TII!/ 1 5 5/8 9 1/2 20 Q 55/8 IliNlll,, N P 24 #5 31/8 7 113/4 F O 8F16-0B/1T 7 1-1/2" CLEAR C6 #6 Q In 13'-4" 7� 14 30 ~ _j O 81/16 181/2 36 6 z 0 8F20-1B/1T 16 1/2 35 51/4 H= #5 REBAR AT TOP MIN. (1) REQ'D O Q #3=2Y2' n o F - O" 8F20-OB/1T U ¢ z C.M.U. _ U 0 8RF22-1 B/1 T = ' p O O «, LO o ° GROUT O D RAFTING Q E i n 1 " 9 -2 9 -6 C Lt7 z#5 `- REBAR AT BOTTOM OF LINTEL LAjV (n(U O 8F24 -16/1T �g '° 1 W CAVITY O'I ... ` 0 8RF22-OB/1T�I QC CHECK: CC d. BOTTOM REINFORCING PROVIDED c� p SEE PLAN FOR TOP OF WALL AND LINTEL INFO 7-5/8'' ACTUAL IN LINTEL (VARIES) O ' OMINAL W DTH F F 0 8F24 _ - OB/1T • �•, FILLED u.i O N 8RF30-1B/1T .LINTEL PER PLAN ,'r.': :'�':... N r, O 8F32-1B/1T 1-1/2 CLEAR U 8RF30-0B/1T C7 I— TRANSOM OPENING �..' . ;i.: ¢w U) D _ #5 REBAR AT TOP MIN.1 REQ'D 0 Z 0 .. s 8F32 -0B/1T O Q U U ° ____ FRAME INFILL ARO6N¢ z C.M.U. co — LL WINDOW BY BUILDER . SEE FOUNDATION O 8F38 -1B/1T o O QW 7 SEE WF01/SD2 FOR ::,:; PLAN FOR FILLED CELL c z z Z Z '� to • ,,i �. %� MORE INFO INFO. MIN. (1) IS REQ D 0 8F12 -1B/1T = O rn .. C—ON EITHER SIDE U.N.Q. 8F40 -OB/1 TomBOTTOM REINFORCING PROVIDED v ro - O P: ^^L J$ MINAL IDTH W N _ Z ^h c <E$g g UNFILLED _I U) o "�. _ waM E 2 2X8 WOOD HEADER I— . TURNED SIDEWAYS.LO cn FIRST PLY 2X8 TO U DOOR OPENING MASONRY WALL W/ � 1-1/2" CLEAR Z W Z z '�'~ .' z Q J �3 . .,. J 0 SIMPSON HUS26 HANGER o o I_ @ EA. END. W/ (6) 3/16 Ox a ¢ W w #5 REBAR AT TOP MIN. (1) REQ'D O 1-3/4" TAPCONS INTO CD �_ w F- J MASONRY & (4) 10d X 1 E o CO W w Q W TOP KNOCK OUT/ LINTEL BLOCK U ui 1/2" NAILS INTO HEADER.ai O w e. , 4 .. COURSE W 2ND PLY TO 1ST PLY 1W / i— x WZ = 10d STAGGERED @ 6" O.C. , ti i m d <° #5 REBAR AT BOTTOM MIN. (1) W X _j REQ'D U) W/ TRANSOM DETAIL 16 GA. POWERS STEEL BOXED 46'DO LINTELIL _ a � 7-5/8 ACTUAL LINTEL � SCALE: 3/4" = V-0" UF 8" NOMINAL WIDTH C0 POWERS STEEL o a 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 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ,/4 7„ "D"15 ll " 11C11 $' "/4 #3 1 7/8 4'1311 B 2.0 = NOT RATED. z 2'1/4 416 9 1/4 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. #4 21/2 5 5/8 9 1/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 6'-s" W O Z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF o SAFE LOAD TABLE NOTES � v Z 1/8"=1'-0" 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL W 0 N O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. I=— L,,,. O ° MINIMUM 2.0 = NOT RATED. z T O _j Z W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Z W O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = J J 161-0" 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w W W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O Y cr- LINTEL PLAN 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. O W O I- o SCALE: 3/4" = V-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. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z U 2 V W LU m 1/8"=1'-0" SUPPORT. w H Q _ Z ° 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 O _j Z W 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. � Q Q = w cr- Q :. o °,a #3=2Y2' ° m _ #4 = 2 Y2' SANI`�.,� RD U d - a a e U °' . •: .. - = 2 Yz' ULu STRUCTURAL ENG: CFG / BED - — D RAFTING .. a#"7 3 Y2 �g '° 1 W - -STRUCT_ BM _ ... QC CHECK: CC d. 11611 ° °.: X JOB No. TM - 2150448 A. REVISION (n -- - LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SCALE: AS INDICATED H DATE: 04/27/15 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-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 SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT HOLD BEARING WALL 1 BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W CELL SOLID CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING ~ MIN 4" WITH FOUNDATION WALL SCHEDULE WALL SCHEDULE 8 CMU BLOCK 8 CMU BLOCK �� W BELOW 2 1/4"FOR ADDITIONAL FOR ADDITIONAL X 3-1/2 CONC. SLAB w/ 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ ¢ 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ INFORMATION INFORMATION FIBERMESH REINF. OVER > (1) #5s CONT. FIBERMESH REINF. OVER _ FIBERMESH REINF. OVER FIBERMESH REINF. OVER FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER � � � z w 3-1/2" CONC, SLAB w/ 6 MIL VAPOR BARRIER a z 6 MIL VAPOR BARRIER z 2x PT SILL PLATE 2x PT SILL PLATE Q z 6 MIL VAPOR BARRIER FIBERMESH REINF. OVER � ' > a n. - w g 6 MIL VAPOR BARRIER w CQ I a s z w d° A a \ II • .4 • .,Q. Y 11. ° 'a• ..," ❑ 4 . ° ° , a t� a ' ° •e ' 00 Ct a , d.. o •' a .' I •°. < •. 'q _ •tT7 1'T��I' (0 A 00-I w I — a 4 •—III=1 1=III=� _ :., .• , ..... _III—III—III— GRADE I. --I I o GRADE w A 45 _ - - - _ - - 1- — — � �° I ` . < ° •a ° ... a - ._,_ e � : 4- — — _ — — — = III— _ _ _I I I_ I — I a $. _ — _ - — — — — _, _ I— I , — III III- o I- ° -_ _ — — A — — - ---- __ =1�-= I - . , I ISI I I �- - c - °a .. .e ' 4 I o I "< . . .a '. d - o LL, - ' I. 18 4 I- - - - I ( ..._.._ �. .� _I I _ =1'� CLEAN U I— — _ J -- — — I _ I - Q o I-1 — —1— � I— I� �) I I I— I I— I III I I I : , l I I III III—III III , c� -I = r -I _ > I - - CLEAN COMPACTED �- - I _ _ =1 COMPACTED z (� I_I II i I = ° 111— — _ ° Co _ iii i Ell I I i III i FILL @ 95 /o STANDARD , , , I I , , , I , , , 11, ; ,1 CLEAN (2) #5 BARS CONT. W/ 3" COVER I III III I FILL @ 95 /o p (n CLEAN COMPACTED ,� ' - - ° T ARD 16 DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8° STANDARD W __I _ III=1 I I=1 I I_\-CLEAN FILL @ 95 /° S AND (2) #5 BARS CONT. I `) I._ (3) #5 BARS REQUIRED AND DENSITY Qp (2) #5 BARS CONT. TYP. AT 2 STORY CONDITIONS 8 8 FILL @ 95% W/ 3 COVER TYP. CLEAN COMPACTED W/ 3 COMER TYP. COMPACTED DENSITY (3) #5 BARS REQUIRED AND10 STANDARD FOOTING TO BE 20" WIDE V-4" FILL 95% STANDARD 1'-4" FILL @ 95% STANDARD (2) #5 BARS CONT. W/ 3" COVER TYP. Q @ FOOTING TO BE 20 WIDE DENSITY ❑ AT 2 STORY CONDITIONS (3) #5 BARS DENSITY DENSITY O REQUIRED AND FOOTING TO WHERE 2ND STORY OCCURS FTG BE 20" WIDE � WHERE 2ND STORY OCCURS, FTG o . SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1 -4 WIDE w/(3) #5 BARS O o N w W H F01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING F03 NON-BEARING STEP DOWN F04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING ,� 01 SCALE:3/4"-1 0 SCALE: 3/4"-1 0 SCALE: 3/4"-1 0 SCALE: 3/4" -l' -O" O SCALE: 3/4" =1'-0., SCALE: 3/4" =1'-0.. _ �_ �� _ ,_ �� _ �_ �� _ � O `��N11111I/l�� W 3/4" RECESS @ x• , , % •°'°� �� i W o co Qs .. Z Z PER MFG. SLIDING GLASS .. �► • _ V SPECS DOOR _ ty� �ah, Q SLOPPED GROUT aft ' � A 8�� CMU BLOCK � e • � � TO DRAIN SEE PLAN A ' 4y d . SLOPE �,. ' eje, e• Q p i e . v J FOR STEP OPTIONAL CURB MIN. 24" BEFORE "�• �, d '" r `�� w ANOTHER STEP a' 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE _ 1- �`� 8" (G:C. TO VERIFY) °° . �.� e 4 .a 4 FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. 'S ��/11111111" ,a•• OPTIONAL o.,. REINF. SEE 3-1/2" CONC. SLAB w/ #5 CONT. REINF. ° 9 . 6 MIL. VAPOR BARRIER 25" GROUT CELL SOLID W CURB FOR FIBERMESH REINF. OVER p '�A .. PLAN a � � • SEE FOUNDATION REFER TO PLANS FOR - MAS. @ ELEV. d . •° ,� q 6 MIL VAPOR BARRIER Qa a a : 4 FOR QUANTITY d a LOCATION 0'-0" w/ (1) #5 w . 4 1/2 CASING BAR VONT. 9 - CoV) r d, w❑ a d �' O O U 9 r�� e�'�_ ..w. _:r• W n_'iy�>.'_ �. a a4l" z 4' m � � .�.°� .. ALUMINUM THRESHOLD ° d GRADE < r: < . ° a Illi ,. =� 4 .. -� ° #5 x 25 x 25 r• ,+ v _ - ° '. = I = ( I _ (2) #5 CONT. W/ 3 ° a 3-1/2" CONC. SLAB �T ° ..� - d - <.. o ° ° CORNER BAR, ONE h _ 2 a d MUDDED - _ � s .: .. .d.. a 4. a' .. A.. _ _ • _ SLOPE I = _I M Z 00 - _ - I I= _ _ = 1 ° ..: _ d -COVERd I FOR EA. HORIZONTAL w/FIBERMESH I i -1 1- -. III III III ":..III III °.._ . —d -I _ I. M.. 4 ° • I — _— - �. FLOOR CLEAN - o� T a.. - - d ° J , .. 1 1- _ - w o —I 1 —III-III=III= I_ I—I I I_I a ° 2 #5 BENT BARS wi ° Q a ffe _" ,... 1 I--• A ( ) - °. 4 d ° .a .. a I4 REBAR, TYP. U.N.O.U.N.O, REINF. AND 6 MIL I - SLOPED COMPACTED - - _ _ _ - _�.._ .r. ..,a_ .. : ° Q. VAPOR BARRIER 3/4" RECESS z - D _ - 1I FILL 95% I—III—I I -- - I = w p e. d I_ _MIN. 25 LAP SPLICE W% • .. TO DRAIN @ 111= _ -_ - - - - W - - - _ e a I --11 I_I I I_I I I I 111_1 11_1 I I;� ° — a as _ ._ _ _ �•.I ' NT. —III -1 I-1 I I III _ STANDARD III III _. _ _ �.� - - - �. ° . e A < .. � (2) #5 BARS CO � •�' .... DENSITY 8" x 12" THICKENED --1 11= III 111- - - - _ = I a a ° SLOPE 1/4 W/ 3" COVER TYP. 1'-4" CLEAN COMPACTED � „ _I 11 I I 1=1 11=I 1= I I I ISI 11- I I=1 I— _ PER FOOT ; 1 4 2 #5 REBAR SLAB w/ (1) #5 CONT. _ - O - = I" (2) #5 CONT _ ._ � 16" MIN. •= _ -III—III—L 11 I I — = — - a ' ` : a . , , , ,-, „_ �� I I I I I ( -'-'" FILL @ 95% STANDARD O W/ 3 COVER. - I I- - - - VERIFY W/ DETAILS FOR REQUIRED a A e DENSITY d C� 8�� I (1I I I" 1 III -1 11� STEEL AT 2 STORY LOCATIONS PER MFG. ° a .4 p WHERE 2ND STORY OCCURS, FTG SPECS VERIFY W/ DETAILS FOR REQUIRED SHALL BE V-4" WIDE w/(3) #5 BARS EXP JOINT > U �■ STEEL AT 2 STORY LOCATIONS 0 d �< _ F 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 = SCALE: 3/4" =1'-0" SCALE: 3/4" = T-0.. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE. 3/4 1 0 = r ^ U SEE ELEVATION ❑ Z C� V LL W rg� WOOD POST SEE FjI_ r O W p FILLED CELL FLOOR PLAN FOR SIZE I Y rX 4-1 AND BASE CONNECTION I 0 < GARAGE TOP COURSE TO BE O I-- CHAIR BLOCKS. EINTIRE J J TOP VIEW CORNER — — —� w O BASE TO BE FILLED _ _ U) O SOLID ~ Z • i _ Oa GARAGE WALL - U OC CMU BASE ® � � VERTICAL @ EACH zLU CORNER. SEE FLIR. O U W 0 ~ 6 3-1/2" CONC. SLAB w/ DRIVEWAY BY PLAN FOR BASE ~ z J 7 Z O � BUILDER- ` FIBERMESH REINF. OVER SIZE 6 MIL VAPOR BARRIER CONCRETE OR w LU o�4.. PAVERS SEE FOUNDATION I w U FOR PAD SIZE Q W O W CONC. SLAB OR Z W *� oLL ° A d, a° PAVERS PER PLAN65 ❑ O w a —= I_ „ CLEAN COMPACTED I -) I I—I I L_ I I 8 x 8" THICKENED FILL 95% STD. EDGE w/ (1) #5 4a : a U @ CONT. d a ,e A a a z DENSITY a :. 4 ❑ ,d O d F13 THICKENED EDGE F1 FRONT BASE NOT USED z V z z GARAGE DOOR sCALE:3/4"=1�-0" COLUMN DETAIL SCALE: 3/4"=1'-0" _ 0 N 11 0 o�� — UJI O W -� e 1 8" CMU - �� W � 8 C.M.U. FINISH w H FINISH PER z N 3-1/2" CONC. SLAB PER ELEV. TOP (2) #5x 4'-0 PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 TOP 2 #5 x 4'-0" PVC OR SCH40 0 W ELEV. W/ FIBERMESH FINISH FLOOR CENTERED AT PIPE SLEEVE O m REINF. OVER 6 MIL FINISH FLOOR CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE W � O = Z VAPOR BARRIER PENETRATION PENETRATION ❑ U J V 4L PENETRATING cn W >- Z 0 PENETRATING PIPE T °,' PIPE a ''m a t p LOOP TIE (TYP.) o = = 4 - - — _ — �. ° — --- - _....,:''. GRADE - - — l 1--� �_ I _L I - a _ = I - — I- ... ,. (— , _ _ — I_ I _ 111- _I I I—I U CLEAN -- - r -- - - COMPACTED FILL _ _ Z • d • v - 4 STRUCTURAL c CTURAL ENG. CFG / BED __ I J—I 1-1 I—I I—I ---- 4 �, —I I— I =- 1 I a _III J - - il DRAFTING: ---— II III IIIIIIIII II I- _ _I z STRUCT: BM PVC SLEEVE MIN. FOOTING FOOTING PER PLAN DIAMETER TO BE 2 -) I-III—III- PER PLAN PLAN _I SEE FDN LA -� _ PIPE SIZES LARGER PVC SLEEVE 1 �__ _ _-I SEE FDN. ❑ _. (-- & REINF. ( I ' I I I PLAN FOR I- I— ��►Lb/NG, QC CHECK CC THAN THE FRONT VIEW —11 - ...... , I- 1 SIZE &REINF. � JOB No. TM- 2150448 PENETRATING PIPE (SIDE VIEW) ( ) SANFORD - ---... --- - -- ..- - -- -.. - Is SCALE: ASINDICATED �if2T� PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND �'p ,� - -_- -- - - -- ~ DATE: 04/27/15 TYPICAL FOUNDATION -,° PENETRATIONS SCALE: 3/4" =1'-0" SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted hted 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. 2x6x12 P.T. OF OPENING CENTER BUCK I 1 3/8" DIA. ANCHOR - 2 X 4 P.T. TOP BUCK 1 L 12 PRE-ENGINEERED WOOD (TYP) TRUSSES @ 24" O/C SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 TOP PLATE MIN 2x4 STUDS @ 16" 0/C IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ - SHEATHING PER PLAN - CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE - FRAME OUT TO BLOCK EDGE 24 O.C. AND EXTERIOR SHEATHING INSTALLED PER NAILING PATTERN EXTERIOR SHEATHING ATTACHED � (2) 2x TOP PLATE � e PER NAILING SCHEDULE FROM (2) 2x #2 SYP cn TOP OF KNEEWALL TO BOTTOM ( (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR W O OTHERWISE SP2 CLIPS AT TOP SEE PLAN FOR BEAM SIZE W _ 2x6 P.T. BUCK EACH BEAM SIZE AND SP1 CLIPS AT BASE ARE 2x4 SPF #2 KNEE WALL 0 1 -- SIDE SIDE OF OPENING REQUIRED. I 2x4 SPF #2 KNEE WALL (2) 2x PLATE ITH STUDS @ 16" O.C. 0 0- 2x4 SPF #2 KNEE WALL "'- PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" BL N ,% WITH STUDS@ 16" O.C. I WITH STUDS @ 16" O.C. 2x PT BOTTOM W/ STRUCTURAL U CRICKET AS w/ STRUCTURAL PLATE SHEATHING FROM TOP z (,) � EMBEDMENT AT EACH DOOR BRACKET, EACH 2x OCKI G `,,, w/ STRUCTURAL (2) 2x #2 SYP ( OF WALL TO BOTTOM OF 0 (!) REQUIRED SHEATHING ON BOTH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK 2x P.T. PLATE SHEATHING ON BOTH SEE PLAN FOR WALL. ATTACHED PER _� W SIDES FROM TOP OF BEAM SIZE SIDES FROM TOP OF PRECAST � C) WASHER W/ EACH ANCHOR. (1st BOLT TO BE WALL TO BOTTOM OF WALL TO BOTTOM OF NAILING SCHEDULE m 8" MAX. ABV. CURB, REST EQUALLY SPACED 1/2" x 8" A.B. OR TITEN HD @ ___ LINTEL OR OTHERWISE SP2 CLIPS a _ BEAM. ATTACHED PER BUILDER FRAME BEAM. ATTACHED PER KNOCK OUT AT TOP AND SPI CLIPS APPROXIMATELY 24" O.C.) 32" O.C. & 6" FROM EACH END - - - NAILING SCHEDULE - NAILING SCHEDULE I RADIUS AS REQ'D COURSE AT BASE ARE REQUIREDOf TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPS 1/2"x8" ANCHOR BOLT 0 w/ (1) #5 CONT. AT TOP AND SP1 CLIPS MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED MASONRY OR TITEN HD @ 32" O.C. o BUILDER FRAME WALL & 6 FROM EACH END 0 START BOLTS AFTER GARAGE CMU RADIUS AS REQ'D 04 I" UPLIFT CONNECTOR W U CURB (8" MAX.) (SEE SCHEDULE). Al,2 W OD02 GARAGE DOOR F1 KNEEWALL ABOVE4FO KNEEWALL AT ENTRY4FO KNEEWALL AT ENTRY4FO KNEEWALL AT ENTRY 0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0.. SCALE: 3/4" =1'-0" (D BUCK DETAIL MASONRY WALL Z O �Illliul!1111 w o ��i °- r. 2 2x TOP PLATE �oo��I.•� ,�., e°es [� 04 O (2) 2x PT BUCKS PRECAST LINTEL ,oma •`` °`•��0/� ei� LU - -° -. w/ 1/2 O.S.B. BETWEEN L!, `• L PROVIDE STANDARD HOOK Z Z THREADED ROD PER PLAN MIN. ° ° O (1) #5 IN TIE BEAM N. NOTES. NAIL SCAB TO TOP CHORD • J 6 FROM END OF CMU I TYPICAL TIE BEAM w/ 3000 WITH 4 0.131' x 3 1/4" NAILS = - - - - - - - =: 2 a '-4 1Epsi CONC. W/(1) #5 REBAR CONT. O ' 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM w TO 2010 FBC- R Q)a .�e� o -� O a STD H ADD 2x4 VERTICAL SCAB IN I_ - - - -- - ee**•••.'° oo HOOK 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND - - - - - - e REFER TO PLAN FOR I .. w EACH TRUSS IF NO WEB IS `�� o of ?�LL INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY I I ADDITIONAL WALL FRAMING I a a / 1 „ „ PRESENT I (1) #5 BAR IN PRECAST LINTEL' W O ROW OF 3/16 X4 TAPCONS 6" ��FROM ENDS AND II I � INFORMATION I <a IF DBL. NAILER IS USED, 16 O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE OF 3 0.131" x 3 1/4" NAILS TYPICAL WE N I USE 1/4" x 4-1/2" TAPCONS; �) BUCK (2) #5sVERTICAL IN J a BLOCKING AS SPECIFIED I ;, TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACINGAT EACH TRUSS GROUT FILLED CELL , 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT w ° IN BEARING WALL SCHEDULE psi CONC. w/(1) #5 REBAR VERT. NAILS OR EQUIVALENT, STRUCTURAL 2x4 'X' BRACE ACROSS LENGTH ¢ II I z O O VERIFY w/ PLAN FOR REQ'DOF SHEARWALL > (1) #5 VERTICAL IN a U CONNECTION OF WINDOW TO STRUCTURE BY II -' w 4' LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB T P GROUT FILLED CELL (IF W Z ;'+� Cl) O LATE WITH REQ D PER PLAN) W Q?�y NAILER TO MASONRY (3) 0.131" x 3 1/4 TOE NAILS I I cn _ ''' t N 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ENTIRE COLUMN TO c6 o NOTE: THIS DETAIL APPLIES TO THE ADDED TO EXISTING 2x BUCKED OPENING USE I I ( BE GROUT FILLED - r FOLLOWING CONDITIONS: I .: „ „ 2x4 BLOCKING BETWEEN I w .:.. l - CMU WALL AS REQ'D PER PLAN (3) ROWS OF 10d x 3 NAILS STAGGERED @ 12 O.C. TRUSSES TOENAILED TO I SEE PLAN O z (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU IL (3) INTERIOR LOAD BEARING FRAME WALL I a (4) EQ. SPACED 1/2" TITEN HD TO CMU WALL i 4 I ANCHORS w/ MIN. 1 3/4 EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX, 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS SHEATHING TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 PER PLAN 1 12" O.C. 2 REQUIREMENTS (FASTENING) ARE MET (AS O F� 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO DBL TOP PLATE Z O; CLIP EACH TRUSS STRUCTURAL SHEATHING � 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW FRAMED WALL NOTE: ALL HOOKS AND SPLICES TO BEa TO 2x PER WINDOW MANUFACTURER'S SPECS CONSTRUCTED AND SIZED PER NOTES O' SEE ROOF PLAN CLIP EACH TRUSS - SEE Q FOR TYPE ROOF PLAN FOR TYPE FRAME OUT TO FRAME OUT TO BLOCK EDGE BLOCK EDGE AS REQ'D J 24 O.C. AND EXTERIOR SHEATHING INSTALLED PER NAILING PATTERN EXTERIOR SHEATHING ATTACHED � (2) 2x TOP PLATE � e PER NAILING SCHEDULE FROM (2) 2x #2 SYP cn TOP OF KNEEWALL TO BOTTOM ( (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR W O OTHERWISE SP2 CLIPS AT TOP SEE PLAN FOR BEAM SIZE W _ 2x6 P.T. BUCK EACH BEAM SIZE AND SP1 CLIPS AT BASE ARE 2x4 SPF #2 KNEE WALL 0 1 -- SIDE SIDE OF OPENING REQUIRED. I 2x4 SPF #2 KNEE WALL (2) 2x PLATE ITH STUDS @ 16" O.C. 0 0- 2x4 SPF #2 KNEE WALL "'- PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" BL N ,% WITH STUDS@ 16" O.C. I WITH STUDS @ 16" O.C. 2x PT BOTTOM W/ STRUCTURAL U CRICKET AS w/ STRUCTURAL PLATE SHEATHING FROM TOP z (,) � EMBEDMENT AT EACH DOOR BRACKET, EACH 2x OCKI G `,,, w/ STRUCTURAL (2) 2x #2 SYP ( OF WALL TO BOTTOM OF 0 (!) REQUIRED SHEATHING ON BOTH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK 2x P.T. PLATE SHEATHING ON BOTH SEE PLAN FOR WALL. ATTACHED PER _� W SIDES FROM TOP OF BEAM SIZE SIDES FROM TOP OF PRECAST � C) WASHER W/ EACH ANCHOR. (1st BOLT TO BE WALL TO BOTTOM OF WALL TO BOTTOM OF NAILING SCHEDULE m 8" MAX. ABV. CURB, REST EQUALLY SPACED 1/2" x 8" A.B. OR TITEN HD @ ___ LINTEL OR OTHERWISE SP2 CLIPS a _ BEAM. ATTACHED PER BUILDER FRAME BEAM. ATTACHED PER KNOCK OUT AT TOP AND SPI CLIPS APPROXIMATELY 24" O.C.) 32" O.C. & 6" FROM EACH END - - - NAILING SCHEDULE - NAILING SCHEDULE I RADIUS AS REQ'D COURSE AT BASE ARE REQUIREDOf TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPS 1/2"x8" ANCHOR BOLT 0 w/ (1) #5 CONT. AT TOP AND SP1 CLIPS MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED MASONRY OR TITEN HD @ 32" O.C. o BUILDER FRAME WALL & 6 FROM EACH END 0 START BOLTS AFTER GARAGE CMU RADIUS AS REQ'D 04 I" UPLIFT CONNECTOR W U CURB (8" MAX.) (SEE SCHEDULE). Al,2 W OD02 GARAGE DOOR F1 KNEEWALL ABOVE4FO KNEEWALL AT ENTRY4FO KNEEWALL AT ENTRY4FO KNEEWALL AT ENTRY 0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0.. SCALE: 3/4" =1'-0" (D BUCK DETAIL MASONRY WALL Z O �Illliul!1111 w o ��i °- r. 2 2x TOP PLATE �oo��I.•� ,�., e°es [� 04 O (2) 2x PT BUCKS PRECAST LINTEL ,oma •`` °`•��0/� ei� LU - -° -. w/ 1/2 O.S.B. BETWEEN L!, `• L PROVIDE STANDARD HOOK Z Z THREADED ROD PER PLAN MIN. ° ° O (1) #5 IN TIE BEAM N. NOTES. NAIL SCAB TO TOP CHORD • J 6 FROM END OF CMU I TYPICAL TIE BEAM w/ 3000 WITH 4 0.131' x 3 1/4" NAILS = - - - - - - - =: 2 a '-4 1Epsi CONC. W/(1) #5 REBAR CONT. O ' 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM w TO 2010 FBC- R Q)a .�e� o -� O a STD H ADD 2x4 VERTICAL SCAB IN I_ - - - -- - ee**•••.'° oo HOOK 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND - - - - - - e REFER TO PLAN FOR I .. w EACH TRUSS IF NO WEB IS `�� o of ?�LL INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY I I ADDITIONAL WALL FRAMING I a a / 1 „ „ PRESENT I (1) #5 BAR IN PRECAST LINTEL' W O ROW OF 3/16 X4 TAPCONS 6" ��FROM ENDS AND II I � INFORMATION I <a IF DBL. NAILER IS USED, 16 O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE OF 3 0.131" x 3 1/4" NAILS TYPICAL WE N I USE 1/4" x 4-1/2" TAPCONS; �) BUCK (2) #5sVERTICAL IN J a BLOCKING AS SPECIFIED I ;, TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACINGAT EACH TRUSS GROUT FILLED CELL , 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT w ° IN BEARING WALL SCHEDULE psi CONC. w/(1) #5 REBAR VERT. NAILS OR EQUIVALENT, STRUCTURAL 2x4 'X' BRACE ACROSS LENGTH ¢ II I z O O VERIFY w/ PLAN FOR REQ'DOF SHEARWALL > (1) #5 VERTICAL IN a U CONNECTION OF WINDOW TO STRUCTURE BY II -' w 4' LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB T P GROUT FILLED CELL (IF W Z ;'+� Cl) O LATE WITH REQ D PER PLAN) W Q?�y NAILER TO MASONRY (3) 0.131" x 3 1/4 TOE NAILS I I cn _ ''' t N 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ENTIRE COLUMN TO c6 o NOTE: THIS DETAIL APPLIES TO THE ADDED TO EXISTING 2x BUCKED OPENING USE I I ( BE GROUT FILLED - r FOLLOWING CONDITIONS: I .: „ „ 2x4 BLOCKING BETWEEN I w .:.. l - CMU WALL AS REQ'D PER PLAN (3) ROWS OF 10d x 3 NAILS STAGGERED @ 12 O.C. TRUSSES TOENAILED TO I SEE PLAN O z (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU IL (3) INTERIOR LOAD BEARING FRAME WALL I a (4) EQ. SPACED 1/2" TITEN HD TO CMU WALL i 4 I ANCHORS w/ MIN. 1 3/4 EMBEDMENT FOR HOLLOW BLOCK 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 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 1 12" O.C. 2 @ EACH SUCCESSIVE BUCKIr DOUBLE TOP PLATE WITH Q U a OI 5. MIXING OF 1x AND 2x BUt"KS SHALL BE PERMITTED FOR 0.131"x3 1/4 NAILS @ 4 O.C. U U P THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN TRUSS NOTED) I - - -` REQUIREMENTS (FASTENING) ARE MET (AS O F� 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO DBL TOP PLATE Z O; „y 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW FRAMED WALL NOTE: ALL HOOKS AND SPLICES TO BEa TO 2x PER WINDOW MANUFACTURER'S SPECS CONSTRUCTED AND SIZED PER NOTES O' Q ND01VERTICAL REINFORCING a Q m D03 BEARING/SHEAR WALL T CMU PT BASE PLATE (M'DO 2x BUCK DETAIL W01 CONNECTION OF PERP. SCALE: 3/4"=1'-0" WALL CONNECTION DETAIL SCALE: 3/4"=1' SCALE: 1/2"=1'-0" SCALE: 3/4 =1'-0" DETAIL U SHEARWALL TO TRUSS ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER .J Z PLAN FOR NAILING SPECS ROOF DECK - SEE A `� (D PRECAST LINTEL, TYP. ROOF SHINGLES: ROOF TILES: U C 5 §r-:8. NOTE: CUT BACK 2X8 P.T. @ VALLEY FRAMING s u.. RECESS WHEN REQ'D SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES UJ rgiks TOP TO ALLOW CONT, 2X4 O FRAMING DETAILS FOR ATL.. � p BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6" O.C. CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS z MASONRY WALL MIN. 2 TAPCON ANCHORS PER 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) O W ors SEE PLAN 2X8(2) LAYERS OF 3/4 CDX PLYWOOD r 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING Q C7 r� rr Z, GLUED AND NAILED AT 6" O.C. U 0 - a (3) 16d COMMON r ,, 26 GA. GALV. FLASHING: O H STAGGERED (TYP. ARCHED RAFTER) " e NAILS (TYP.) c 1. G-90 GALV. COATING �a. � 11 NOTE: ri i rir a 2MEETS ASTM A527 _ LINTEL v , ri � i, r rr r r . Q (/� O (SEE PLAN) HEADER PER PRE -ENG. COMMON TRUSSES MAY BE ,r iii rri �r n 3. REGULAR POLYESTER _ Z Z f LOCATION USED ILO. CURVED TRUSS �r ;ri �i 4. 1.0/0.5 MIL w/ PRIMER 0 2X8 W/ 2) 16d 7/16" O.S.B. HEADER (SEE / r rr%r r� 5. MIN. THICKNESS 0.0187 IN. U TOE NAILS EA. EA. SIDE PLAN) SEE FRONT ELEVATION r y r�,r / 6. CHROMATE TREATMENT W W Q�� END r r ,r� , U W % 16- 2X BLK'G. TO 2x w/ (2) 16d FOR WINDOW TYPE r r �/ HURRICANE ANCHOR AT EACH z J 2X4 SPF CONT. O.S.B. w/ (2) - TOE NAILS r ,� TRUSS (REFER TO ROOF PLAN) 0 W BLOCKING ATTACH TO EACH END NOTE: ROOF SHEATHING MUST o' - 7/16" OSB W/ (2) 8d NAILS 8d .EACH END 7/16" O.S.B. / A r, -• I - 2x4 SPF CONT. EA. SIDE NOTE: USE SIMPSON H3, r , rr BE APPLIED AND FASTENED TO O 2X STUDS @ 16 O.C. FOR KNEE WALL \ \ ` O 7/1 EA BLOCKING ATTACH H4 OR H5 AT EACH END rr r ( ( U 6 OSB . SIDE, W/ O 2X BLK'G. TO r BASE TRUSS PER PLANS BEFORE p LSTA18 @ 32" O.C. STUD TO PRE -ENG �� r ' ' ELEVATION VARIES a W TO 7/16 OSB w/ 2 PRE ENGINEERED ROOF 6d NAILS(� 16" O.C. TO 8d NAILS OF TRUSS/RAFTER ,, ,r r' DORMER FRAMING IS INSTALLED. O TOP OF MASONRY z LU SIDE & TOP NAILER O.S.B. w/ 2 - , r, , �r r TRUSS BELOW TRUSS, SLIT ROOF SHEATHING FOR END V� E V V 7/16" OSB EACH SIDE, 8d EACH �ND (TYPICAL) - _ w/ 6d NAILS 16" O.C. err ; ,� , STRAP PRE -ENG. WD ALUM. DRIP EDGE W tib 2X BUCKS, SEE TO SIDE & TOP NAILER r r r i 2X4 WD STUD CRIPPLE TR 2 MD04FOR MORE INFO. ii�r� ,� AT 16"O.C. c CONT. ROOF SHEATHING NAIL PER USS, 4 O.C.O.C, 2x CONT. SUBFASCIA O 2x BUCKS END VIE V V 2x4 PLATES OVER ROOF o ,� O PLAN n. DECK - SEE DETAIL BELOW ,r R-30 INSULATION 2 r VENTED ALUM. SOFFIT FOR FASTENING SPECS ` DOUBLE TOP PLATE � PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL z EACH END TO TOP CHORDS OF z TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER a DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE O BELOWAND CONNECT w/ HTS20 @ 32" TIE -BEAM w/ (1) #5 0 CONT. GROUT z (,� p z 4F01 ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM D.C. SOLID SCALE: 1/2" =l'-0" SCALE: 3/4" =1'-0" w Z 11 WOOD FRAME & CMU PLATE CONN. DETAIL PRECAST CONC. OR POWERS REFER TO ELEV. U) _ 0 N STEEL SILL TYP. @ ALL FOR OVERHANG h WINDOWS ] z Q IF A/C IS SUSPENDED FROM TOP WINDOW PER z > PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD 2 2X4 #2 SYP BLOCKING FLOOR PLAN W LU CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. M 0� j (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURERSty SPEC.'S COMPANY SEE ATTACHMENTS SUPPLIED BY A/C 12 - r „ TEXTURED -. LU 1/2 G.W.B. OVER VAPOR CEMTITUOUS FINISH, O TOP CHORD VARIES W 0 1 PLAN � " " STANDARD TRUSS BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON W O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING BETWEEN 3/4" P.T. VERTICAL CMU 0 D O TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" A FURRING @ 24" O.C. z (1) W OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD ' TRUSS WEBS NOT VERT REINF. BEYOND (D W IM 1\ OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING ,�- SHOWN FOR CLARITY �I. r w I-- (� _ Z CONC. SLAB 8x8x16 CONC BLOCK 0 (� J U 2X4 VERTICAL @24 O.C. D Z SEE FOUNDATION MAX. PROVIDE (4) 10d NAILS - - - - - - - - - 2x #2 SYP W � � Q O TO BOTTOM CHD & (3) 10d r-- -- BRACING CROSS PLAN FOR MORE + + 2x4 #2 SYP RAT RUN G (AT 45) W/ INFO NAILS TO TOP CHORDMAIN FLOOR TOP AND BOTTOM MIN I (3) 12d NAILS TO RAT U . F— (2) BAYS PAST A/C A/C UNIT AND PAN RUNS. TYP EACH SIDE —°. I , . ELEV U-0" LOCATION. MIN (3) BAY. 24" I BY SUPPLIER I MIN. 24" - (4) 16d COMMONS NAILED @ EACH END LAP W/ (2) 16d NAILS MAX 48" MAX 48" 01 CONDENSATE �, � STRUCTURAL ENG: CFG /BED * TO EACH TRUSS. TYP DISPOSAL BY A/C -i �LDi Q DRAFTING. GALV. FLASHING + ---._ + EACH SIDE SUPPLIER �_� �: z I I I I_ 6V N =1 STRUCT: BM CONNECTION TO BE I I_ SANFORD p - - 2X4 BLOCKING W/ (2) 16d + • 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i_ _ - - - - - - - _ - SUPPLIED BY A/C _ - QC CHECK: CC TO VERTICAL 2X4's STANDARD TRUSS - - - - - - - - - - COMPANY I I O� �"I W ----- - COMMONS END NAILED TO + "AR T�1� LU JOB No, TM - 2150448 VERTICAL 2X4,s BOTTOM CHORD SEE SHEET SDI = SCALE: AS INDICATED * + (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS ~ DATE: 04/27/15 11 70,SIMPSON A34 OR LUS24-2 EACH + * BLOCKING UNDER A/C SUPPORTS "� .- CM01 CHIMNEY PRE-ENGINEEREDTRUSSTB01 A/C IN TRUSS END4so TYPICAL WALL SECTION FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0"1' SD2 C M U WALL -SINGLE STORY SCALE: 3/4" =-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive properly 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. n BLOCKING ---CONT. 2X4 (THICKNESS PER PLAN) TO �c<`y � — W ��8t PRE-ENGINEERED TRUSS BELOW WITH y Q 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 P�� zS S @ 24" /02X4'S @ 24" O PLATE TO TOP CHORD OF EACH TRUSS J 9 BELOW o W Z i� I 2x4 DIAGONAL BRACE @ 48" U Q _ O.C. TO 3RD BAY REQ'D w/ 2x6's @ 24" O.C. MAX. J STRONGBACK, SEE CHART _ J REFER TO PLANS FOR \ U) O FASTEN CONVENTIONAL 2x VALLEY RAFTER 1- EXACT SIZE OF O.H. \ / _ Q z NAILS EA. (5) 16d NAILS \ GABLE BRACING + FRAMING (OR PRE-ENGINEERED VALLEY 2x4 BLOCKS, (2) 16d @ O _ U 1'-4" MAX. Vi END. BLOCK ADJACENT BAYS. @ EA. BRACE TO \ SEE CHART TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING \ OR LSTA12 CONNECTORS ((5) 8d NAILS) AT w W Q SHEATHING TO BLOCKS w/8d NAILS • _ EACH RAFTER TO PLATE CONNECTION z J 7 Z @6„O.C. < Z Q CONT. 2X4 PROVIDE 2x4 BRACE TO D F_ EA. ADJ. DIAGONAL FASTEN F- TO DIAGONAL w/(2) 16d 1-- STRONGBACK IF NAILS. REQUIRED, SEE Q W SIMPSON H10A CHART z W DIAGONAL TO N CF01 FIELD FRAMED INC GABLE BRACING @ 48 O.C. NOT _ ,� w (5) 16d NAILS BLOCK /� �/ 2X4'S @ 24” O.C. REQUIRED 6' FROM EAVES. .,; A A VALLE I DETAIL SCALE. 3/4 - 1-0 U) BRACE TO o0 BLOCKING 45° , GABLE END SHEATHIN CO GABLE END SHEATHING NOTE. CONTRACTOR TO NAIL 1st KING z FASTEN PER PLAN. STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED PROVIDE 2x4 BRACE TO SEE GABLE CONNECTION DETAIL FOR ADDITIONAL KINGS AS REQUIRED EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. 2x CRIPPLES @ 18 o.c. w/ p TO DIAGONAL w/(2) 16d REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE z (� NAILS. PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT 3: Z NAILING FLUSH AGAINST TOP PLATE I ' 2 -ROWS 12d NAILS STAGGERED w 11 @ 12" O.C. EACH FACE OR 0 C WHEN STUD LENGTH IS 3 -ROWS 12d NAILS STAGGERED � P: r GABLE BRACING @ 48" PRE ENG. TRUSS LESS THAN 12" USE l 3- ��nr dN �..�n A 0 Q O.C. MAX. 45° FROM HORIZONTAL (+/- 100) 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 SIMPSON HGA-10 UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H!= T-0'' (1) 2X4 BRACE 7'-0" < H :!�= 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 2x4 BLOCKING (2) 12d NAILS, ROOF SHEATHING PER PLAN 14'-0" < H 418'-8" STRONGBACK W/ (2) 2X4 BRACE REQUIRED SEE TOP PLATE & NAILED TO I Uj CHART. HEADER EACH SIDE w/ @ 48" O.C. SIMPSON HGA-10 10d COMMON NAILS (11) 10d NAILS DOUBLE 2x SYP #2 w/ 1/2 0 TOENAILED @ EACH END.AT 24" O.C. 1 @ 6" O.C. W I FLITCH PLATE HEADER (U.N.O.), Q O LIJ O ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR H @ 48" O.C. OSB NOT REQUIRED TO -CONNECTION INFORMATION W W GABLE VERTICAL (D I FILLING AND BLOCKING AS w re( 00 — Z Z I— DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO p F- _j V STUD TYPICAL _ W >.. Z 0 OSB NOT REQUIRED 2ND 2X4 BRACE IF BE CONT. @ THEQ TRANSITION FROM TOP @ 16" O.C. UNLESS NOTED w I 2x4 #2 SYP P.T. B OCKING @ REQUIRED, SEE i OTHERWISE O F- �-• TRUSS PER PLAN X CHART 2x STUDS TYP. L1- TO BE CONT. @THE TRANSITION FROM PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF 1/2" THREADED ROD EACH SIDE OF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS l HEADER (CENTERED Win TOP PLATE U STRUCTURAL ENG: CFG / BED OR 6" FROM JAMB STUDS) w/ MIN 6" EMBEDMENT INTO FOUNDATION ONLY Z @ BRG WALL LOCATIONS W/ UPLIFT w BEAM TO GABLE O Op 0, 2x4 OUTLOOKERS SHEATHING SPAN TO BE 2'-0" MAX.) END @ EACH END BRACE TO LEDGER DTC CLIP, (2) 8d NAILS - - - -- ------ --- TRUSS @ 24"o.c. MAX. NAIL W/(2)16d NAILS EA. END INTO BLOCKING, (4) 8d (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP < DBL 2x4 TOP PLT. „ SHEATHING PER 2 "p MAX. IBOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS @ EACH WEB PLATE Z BEAM PER PLAN PLAN ATTACH PER SIMPSON H-10(TYP.) :_ z LU NAILING SCHEDULE DTC CLIP, (2) 8d NAILS INTO DOUBLE TOP PLATE FASTEN SIDE WALL SHEATHING PER MASONRY WALL BLOCKING, (2) 1/4"x 2 3/4" e TAPCONS IN CMU. OR p. W EXTERIOR SHEATHING. W Z O SIMPSON H 10A PLAN. END NAIL q. OTO NILS io 2X OR LINTEL SEE PLAN :;: SIMPSON META16 cWi� ATTACH PER PLAN FROM TOP OF WALL TO BOTTOM Lv p I•-- DIAGONALTO SIMPSON H10A W/(2)16d TO TRUSS TRUSS DBL. 2X8 � FACIA, END NAIL W/(2) 16d NAILS@EA. 2x8 #2 SPF STUDS AT 16" O.C. OU BEAM DIAGONAL TO PLT,. TOP PLT. OUTLOOKER �+ STD CONDITION @CMU MASONRY WALL 2x8 #2 SYP PT. BASE PLATE W/ 1/2"x8" ANCHOR BOLT OR TITEN (D z V TOP HOLD WALL DOWN 3-1/2" OR LINTEL SEE PRE ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS PLAN . HD @ 32" O.C. & 6" FROM EACH END W (TYP.) m C) BEAM CONNECTION FRAME WALL CONNECTION ,- „ 1 s MAX. SHEATHING PER PLAN ATTACH PER NAILING o 0. SCHEouLE VVAULTED CONDITION CMU o TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THK. SIMPSON DTC , O d N AILS N 2 8 LL �-�- INTO BLOCKING, (4) 8d NAILS o TO TOP PLATE o 1/2" x 8" J -BOLT @ 32" O.C. AND w W 1/2 GYP. BOARD 6„ FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO 2 LL WASHER BLOCKING, (2) 1/4"x 2 3/4" CEILING NAILER TAPCONS IN CMU. OR AS REQ'D. -CMU WALL BELOW TRUSS TRUSS SIMPSON META16 z SIMPSON A23 @ EACH BRACE TO PLATE � ��1111111f�e� // U4 d It z - _ MSTAM-24 TYP. EACH SIDE OF EACH � 2x4 SYP #2 BLOCKING, @ 24 O.C. ' ' •�► �i — N PT 2X8 PLT., 3 1/4 OLD = cfl E 1 ¢ 1/2 GYP. BOARD ON PT. FURRING i •, STUD. REFER TO WALL SPLICE w/ 2 12d END NAILS EACH END. O @ TRUSS PER PLAN �•••.•.•e� �� ♦� . �j ,► r w d CANT. FOR CLC. M 1/2" J -BOLTS w/ v A35 DIAGONAL TO DETAIL FOR FLASHING REQUIREMENTS (MSTA M -12's MAY ` • •,••fie si 4L Z Z NAILING v=i WASHERS MIN. WALL SHEATHING PER PLAN �►_ �•• < U SURFACE ❑ m 6" EMBED MIN. 6" J ) TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS LAY 2X4 BLOCKING OVER THE �° CV � FROM EACH END LIMITED LINTEL PER PLAN a TOP OF THE BOTTOM CHORD. PROVIDE 16d AND 32" O.C. MAX. 2x WALL SEE PLAN .� ATTACH w/ (2) 10d NAILS @ EACH TRUSS I • • .� • �` ,� .. < D NAILS GABLE TRUSS TO END % . '`��/ . i,•, ` . •••�e•••ojP �•�.�' PLT.@12"O.C. :: 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. � STD CONDITION FRAME WALL @ BEARING CONDITION n CMU WALL V '� 1`� ,y,,: �� e T� �R _� U_ MAX. ,�.; HGA10KT 32 O.C. NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 &TRUSS �1A/ `'F��i @ FRAMING FOR FALSE _ MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM IILIII CMU WALL OR BEAM, IF REQ'D w LINTEL BELOW TIE BEAMCOURSE 4 STUDS 24" O.C. w/ 2x S @ SINGLE BASE & TOP PLATE VERIFY IF ABLE END VAULTED rGE 04 GABLE AF06 NON-BEARING WALL CLIP DETAIL CONTRACTOR TO FIELD VERIFY WHICH CL 0 Q w/ 1 #5 CONT. w/ PLYWOOD SHEATHING FALSE BEAM CONDOR ADDITIONALITION IS ASNREQ CONTACT EOR Z •P SCALE: 3/4" =1'-0" 3/4" COVERING IS REQ'D VAULTED CEILING SCALE: =1'-0" Q CMU WALL CONNECTION CLEAR SPAN CONNECTION C N LL ! U Waw J" Q 2X4 ATTACHED TO EA. GABLE w a 2X4 BRACE WITH (2) 10d NAILS I- IL Z a>C) < < — 'a LL �^ S v (1) A23 FROM STRONGBACK0 TO DIAGONAL 2x6 COLLAR TIE HALF WAY UP cn RA..4C, a) v EA. HEIGHT OF VALLEY. FASTEN w/ (5) zC'' 'NOTE: NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BLOCKS, END. BLOCK (2)16d NAILS @ ADJACENT BAYS@ 10d COMMON NAILS @ EACH END 0�y4 EA. DIAGONAL AS SHOWN. . . (TYP.) BRACING �►c�lc�c FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. ATTACH 2x6 RAFTER TO 2x8 � MID 4 BAYS 1 BAY AFTER RIDGE BOARD WITH A35 ON U (GE01 GABLE END FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D ) 2X6 ONE SIDE OF RAFTER. ON ADJACENT 2X8 RIDGE I CONDITION IS REQUIRED. CONTACT EOR ATTACH A35 BOARD U " - '- " CONNECTION DETAIL SCALE. 3/4 -1 0 FOR ADDITIONAL INFO AS REQ'D 0 10d COMMON NAILS @ 8" O.C. SIDE _ _ _L _ _ _ (AS SHOWN)OPPOSITE 5 16d NAILS 1 MAX REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) H U) �^ U) Z BRACE TO -4 �/"- SIZE OF 0 H PLATE THRU O.S.B SHEATHING n BLOCKING ---CONT. 2X4 (THICKNESS PER PLAN) TO �c<`y � — W ��8t PRE-ENGINEERED TRUSS BELOW WITH y Q 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 P�� zS S @ 24" /02X4'S @ 24" O PLATE TO TOP CHORD OF EACH TRUSS J 9 BELOW o W Z i� I 2x4 DIAGONAL BRACE @ 48" U Q _ O.C. TO 3RD BAY REQ'D w/ 2x6's @ 24" O.C. MAX. J STRONGBACK, SEE CHART _ J REFER TO PLANS FOR \ U) O FASTEN CONVENTIONAL 2x VALLEY RAFTER 1- EXACT SIZE OF O.H. \ / _ Q z NAILS EA. (5) 16d NAILS \ GABLE BRACING + FRAMING (OR PRE-ENGINEERED VALLEY 2x4 BLOCKS, (2) 16d @ O _ U 1'-4" MAX. Vi END. BLOCK ADJACENT BAYS. @ EA. BRACE TO \ SEE CHART TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING \ OR LSTA12 CONNECTORS ((5) 8d NAILS) AT w W Q SHEATHING TO BLOCKS w/8d NAILS • _ EACH RAFTER TO PLATE CONNECTION z J 7 Z @6„O.C. < Z Q CONT. 2X4 PROVIDE 2x4 BRACE TO D F_ EA. ADJ. DIAGONAL FASTEN F- TO DIAGONAL w/(2) 16d 1-- STRONGBACK IF NAILS. REQUIRED, SEE Q W SIMPSON H10A CHART z W DIAGONAL TO N CF01 FIELD FRAMED INC GABLE BRACING @ 48 O.C. NOT _ ,� w (5) 16d NAILS BLOCK /� �/ 2X4'S @ 24” O.C. REQUIRED 6' FROM EAVES. .,; A A VALLE I DETAIL SCALE. 3/4 - 1-0 U) BRACE TO o0 BLOCKING 45° , GABLE END SHEATHIN CO GABLE END SHEATHING NOTE. CONTRACTOR TO NAIL 1st KING z FASTEN PER PLAN. STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED PROVIDE 2x4 BRACE TO SEE GABLE CONNECTION DETAIL FOR ADDITIONAL KINGS AS REQUIRED EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. 2x CRIPPLES @ 18 o.c. w/ p TO DIAGONAL w/(2) 16d REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE z (� NAILS. PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT 3: Z NAILING FLUSH AGAINST TOP PLATE I ' 2 -ROWS 12d NAILS STAGGERED w 11 @ 12" O.C. EACH FACE OR 0 C WHEN STUD LENGTH IS 3 -ROWS 12d NAILS STAGGERED � P: r GABLE BRACING @ 48" PRE ENG. TRUSS LESS THAN 12" USE l 3- ��nr dN �..�n A 0 Q O.C. MAX. 45° FROM HORIZONTAL (+/- 100) 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!= T-0'' (1) 2X4 BRACE 7'-0" < H :!�= 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H -e-'14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H 418'-8" STRONGBACK W/ (2) 2X4 BRACE NOTE: - FNjNo< PT BOTTOM PLATE LU _ --- - — - - - C; � JOB No. TM - 2150448 l �UtLD�y .ALL GABLE BRACING IS TO BE SYP#2 OR BETTER G' = SCALE: AS INDICATED $pNFORD ~ DATE: 04/27/15 GABLE END FLAT CEILING (GE02 GABLE BRACING@F09 WALL HEADER DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0.. w/ BOSTON HIP DETAIL SCALE: 3/4" _ �'-o., D3S INC.its strictly prohibited. ' T 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, p COPYRIGHT MCD 2014. The Information contained in this document Is copyrighted and Is the exclusive property of MONTA C UL y p LSTA30 STRAPS AT EACHI v GREATER HEADER Z > Q 2X4 BRACE IF STUD WRAPPED OVER ) 2 O J J REQUIRED SEE TOP PLATE & NAILED TO I Uj CHART. HEADER EACH SIDE w/ LV 10d COMMON NAILS (11) 10d NAILS DOUBLE 2x SYP #2 w/ 1/2 0 . 1 @ 6" O.C. I I FLITCH PLATE HEADER (U.N.O.), Q O LIJ O ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR H PER WF08/SD4 -CONNECTION INFORMATION W W GABLE VERTICAL (D I FILLING AND BLOCKING AS w re( 00 — Z Z DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO p F- _j V STUD TYPICAL I HEADER w/ (2) ROWS OF 12d U) W >.. Z 0 2ND 2X4 BRACE IF (U.N.O.) @ 16" O.C. UNLESS NOTED w I REQUIRED, SEE i OTHERWISE O F- �-• X CHART 2x STUDS TYP. L1- 1/2" THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING l HEADER (CENTERED Win TOP PLATE U STRUCTURAL ENG: CFG / BED OR 6" FROM JAMB STUDS) w/ MIN 6" EMBEDMENT INTO FOUNDATION ONLY Z @ BRG WALL LOCATIONS W/ UPLIFT w -STRUCT: BM --- - O Op 0, 0 QC CHECK: cc NOTE: - FNjNo< PT BOTTOM PLATE LU _ --- - — - - - C; � JOB No. TM - 2150448 l �UtLD�y .ALL GABLE BRACING IS TO BE SYP#2 OR BETTER G' = SCALE: AS INDICATED $pNFORD ~ DATE: 04/27/15 GABLE END FLAT CEILING (GE02 GABLE BRACING@F09 WALL HEADER DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0.. w/ BOSTON HIP DETAIL SCALE: 3/4" _ �'-o., D3S INC.its strictly prohibited. ' T 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, p COPYRIGHT MCD 2014. The Information contained in this document Is copyrighted and Is the exclusive property of MONTA C UL y p „ 2x DBL TOP � ca 1 NAIL AT BASE USING 2 ROWS OF 8d COMMON NAILS 3" O.C. 3/8 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4 '5 „ Q O @ SHEATHING PER X 4'/z" SIMPSON SDS SCREWS @ 16" O.C. MAX. 2 PLATE BEYOND MIN. /sr SHEATHING Uj _ PLAN - ATTACH TO GABLE END STUDS W/(2) 114" X 3'/z' o O ¢ Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. CONNECTION PER PLAN SIMPSON SDS SCREWS @ 16" O.C. MAX. _ _ _ _ _ - - - CL _ 3D NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS rr'= ANAIL IF ATTACHING TO MASONRY USE 2x6 PTSYP #2 - Tr �� W IT -7I SPACING LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. II I IJ I I NAIL INT. W/ 8d COMMON NAILS @ S O.C. U.N.O. ON PLANS EXTERIOR WALL OR TRUSS ROOF SHEATHING ATTACHED PER II III III I I I I I I I I I I - -- - - -- - - WALL SHEATHING Q STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2" @ 3" O.C. - - g PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER W/ 8d ij O 2X12 BOX HDR w/ 2x8's TOP &BOT., FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 _ i _ - ) I I NAILING SCHEDULE III TYP. AROUND III II II II II III I I I I SPLICE, SEE A COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM 1/2 TO 2X12 AT WALL TO BE FASTENED TO i PRECAST LINTEL w/ (2)ROWS STAGGERED 12 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. SEE PLAN DESIGNED FOR SHINGLE ONLY I I III OPENING I I I I 4 I I III II II II SPLICE DETAIL. MAX 1/8 SPACE BETWEEN w F Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL _ } MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING ` m OF 1/4 x 4 TAPCONS @ 16 O.C. MAX. LINTEL SEE PLANAU EXTERIOR SHEATHING STUD TRANSOM SLOPE AS REQ'D SHEATHING SPLICE, WINDOWS SEE i BETWEEN EXTERIOR PLAN SHEATHING & BLOCKING GYPSUM 2X6 P.T. SYP. #2 CONT. w/ (2) WALLBOARD 1/4" X 4" TAPCONS @ 16" O.C. i JOINT, MAX. SPACED EVENLY VERTICALLY TRUSSES 24 O.C. MAX. _ 1/8" GAP LINTEL SEE. � 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ FLOOR SYSTEM 0 .. W PLAN • (2) 1/4" X 4'%" SIMPSON SDS SCREWS @ 16" O.C. MAX. - - - - - NAILING PER 4'-0' MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/z' i SCHEDULE PKT SGD SIMPSON SDS SCREWS @ 16" O.C. MAX. 1 2x BOTTOM PLATE 2X8 P.T. SYP, #2 TOP & CUT TO FIT. 2X4 BLOCKING ATTACH PER MANUF. SPEC'S IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 0 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ 01 LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C.10 SHEATHING DIAGRAM (2) 16d NAILS 3 O.C. TO 2x6 VERTICALS EACH ENDi SD01 SHED ROOF DETAIL4F1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL PS01 HEADER SECTION POCKET III =0 SCALE: 3/4" =1'-0,. SCALE: 3/4" =1'-0" SGD W� TRANSOM SCALE: 3/4" = V-0" O rr`e�rllllr��o�/ a u� gar' is oh NOTES: ,O� j°..••.•��'��♦ + + 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN •° •° ♦ W 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION ++ +` ,•°iu `•;® �. Q z Z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) , h 046. (j EAT 4 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" N (,�� ,0: = PIPE OR DUCT W/ PENETRATION PLATE LENGTHS MUST B ) EDGE DISTANCE �� '•' �o .. Q o LEAST 8'-0" LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4 s PER DETAIL SEE TRUSS PLAN a "� 2x4 #2 SYP BLOCKING .. p.,. • .. •. OF MORE THAN 50% OF TOP 24 O.C. w/ 3 12d e TO BLOCK OUT TOP PLATE @ O ® � � • .� z � -D FOR MORE INFO •° ¢ PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d @ 3 O.C. ATTACH W/ (2) 10d NAILS O.C. NAILS @ EA. END ♦ ®•�;• ., - PSPN516Z W/ (12) 16d NAILS TYP. (SOLID BLOCK w/ 2x6) °••ej °•�� • `e`o J 2 EDGE 3 EDGE 5 EDGE ALONG w/ ♦ • . O TOP & BOT. Z 10d x 3,, CONNECTORS d. �Je O 2x4 STUDS PER DOUBLE 2X4 TOP PLATE w + ++++ + + + DOUBLE 10d @ 3 O.C. FRAMING PLAN " _ �111 11 . 10dx3cq TOP SPLICE COMMON o c7 2x8 #2 SPF VERTICAL @ w •• L] o o z w z 4 z _ , 24" O.C. w/ EXTERIOR � g'81, w 3° W W U in Q ¢ 10 11 2x4 #2 SYP P.T. @EACH TRUSS w/ SHEATHING & (4) 12d 48, M7N [n �n „ a F- can (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @EACH BRACING OU M 5 10d x 3" 4 1/2 m o TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 1 O NAILS p • :iIi7 7N 2x4 BEYOND AGAINST COMMON w @EACH VERTICAL z r�it ipy7 ra. ¢ f 1/rm N 2x.8 STUDS y M 1�yw , Odx3 0 0 c� (� ---TRANSOM BETWEEN LINTELS .• TOP SPLICE COMMON z z w z w ,. OPP. SIDE U U o U SEE PLAN FOR F- O z ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP O ¢ ¢ - ¢ LINTEL INFO D- U1 Z a a a 10d x 3 SLOPE AS REQ'D Q O PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON U I ( cn I I u� I I z _ d(D DOUBLE 2X8 EA. SIDE) TYP. AT ALL •' EA. SIDE) TYP. AT ALL a q OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ (2) U TOP PLATE EXTERIOR CONDITIONS EXTERIOR CONDITIONS `- 10d x 3" 1/4 x 3 1/2 TAPCONS @ 12 w �` ° O - n n n 2x8 STUDS PER � O.C. SPACED EVENLY �� '� FRAMING PLAN COMMON BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD • VERTICALLY ZO,Ca OVER STUD TOP PLATE TRANSITION DETAIL 2x6 ATTACHMENT BY � 1� � BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d 0 0 (2) 2X4's (2) 2X6's ' 2 2X COLUMN (2) 2X8 s INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS 4FO T P CL i BR WALL TCP PLATE SPLICE STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X�S G rWFO62x BUILT-UP STUD - SCALE: 3/4"=1'-0" (3) or (4) 2x col_uMN PS02 SECTION AT POCKET w SCALE: 3/4"_,-000LUMN DETAIL SLIDER SCALE: 3/4"=1-0" j U U^) SEE � VZ STRUCTURAL SHEATHING ROOF SHEATHING, (2) 2x TOP PLATE z AK ATTACHED PER NAILING PLAN NAIL PER PLAN Xx"x �► SCHEDULE DOUBLE TOP PLATE w _ W S+! (2) 2x BUILT-UP COL. Z SIMPSON SP4 0R SP2 @ EACH STUD z 06 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O < 2x4 #2 SYP CONT. w/ (2) 16d NAILS @EACH END BLOCKING @ ¢ W U' COMMON NAILS EACH STUD OR a 24 O.C.w/ (2) U Z F SIMPSON LSTA30 w/ 0 � TRUSS MEMBER, TYP. (MAX.24" w O 16d END NAILS 0 PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER -_jO.C.). IF MASONRY, USE (2) 1/4 TRAP EACH END J ROOF TRUSS - SEE CONDITIONS S w TAPCONS w/ MIN. 2" EXTERIOR SHEATHING � 07 C FRAMING PLAN FOR AROUND TALLER STUD) < z EMBEDMENT @ 24" O.C. NAIL PER PLAN O SPACING _ SEE PLAN FOR PRE-ENGINEERED ROOF TRUSS - TRUSS OR ROOF SYSTEM SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR ry c) Ir MORE BRIG. WALL INFO w W X x ¢ � •�"�~ X x Z J z�� WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN 2 2x TOP PLATE Q O SEE PLAN O I ( 4 4 2X8 #2 SPF VERTICAL @ 24 O.C. p I— FOR STUD SIZE &SPACING. DOUBLE 2x BLOCKING w/ W - W MIN (2) 2x UNDER GIRDER MIN W/ EXTERIOR SHEATHING O F— TRUSS U.N.O. (4) 12d NAILS @EACH END SEE WF06/SD3 I- ATTACHED PER NAILING U LEDGER AT LOW ROOF FOR MORE a .. SCHEDULE END (4) 12d NAILS Q LU 6D02 SIMPSON LSTA24 INFOR @ TOP & BOTTOM z W SCALE: 3/4" =1'-0" EACH STUD a 65_ 2X BRIG WALL, SEE PLAN 2x8 w/ (2) 1 O NAILS w FOR STUD SIZE & SPACING. LINTEL SEE 4 a @ EACH VERTICAL 0 MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP PLAN TRUSS U.N.O. SEE PLAN FOR •. PKT SGD — PT POST (AS NOTED) CONNECTION w/ (2) ROWS OF 1Od NAILS C� CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. ATTACHEDMENT z o SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER 0a INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS SECTION AT DOUBLE BEARING F 1 WALL STEP BEARING SECTION AT POCKETNOT REQUIRED. F(PS03z V �-- EXTERIOR BEAM AS NOTED 1 1SCALE: 3/4" =1'-0"SCALE: 3/4" =1'-0" = FRAME WALL SLIDER SCALE: 3/4" 1'-0 z — HTS20 CLIP FROM POST TO BEAM LAP BEAM PLYS AND NAIL AS SHOWN z Q (5) 0.131 x 3 1/4" NAILS PER PLY z LLL 0 — HTS20 CLIP FROM POST TO BEAM 2;0„ 2 to LUui =0, �- J — EXTERIOR BEAM AS NOTED R<90 ROOF SHEATHING, RSA ROOF SHEATHING,Iry TR�s FASTEN PER PLAN TRIS FASTEN PER PLAN 5 LU 0r PLAN VIEW @ TOP OF POST s s o Q W 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE + + Z V) PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO • + OF ROOF SHEATHING O LIJ in LEDGER - LEDGER • + + W f- 0 = Z �.�. PROVIDE (4)10d x 3" PROVIDE (4)10d x 3" + + 0 V _J V W ABU POST NAILS AT JOINT NAILS AT JOINT D W '- z O 10d NAILS 4" O.C. 10d NAILS 4" O.C. w Q _ BASE (AS NOTED) @ 2X6 FACIA @ 2X6 FACIA 0II- H PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL U 5/8 THREADED ROD w/ @ p PER PLAN PER PLAN MORE INFO AND ' NUT SET IN ADHESIVE SP4 TO EACH OVERHANG 24 O.C. w/ EXTERIOR o, CONNECTION SHEATHING ATTACHED 1- TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS PER NAILING SCHEDULE W STRUCTURAL ENG: CFG /BED PER PLAN TO LEDGER PER PLAN TO LEDGER 4 & (4) 12d NAILS EACH Q DRAFTING:. a i a SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) TRUSS MEMBER Z PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS @ 2x FRAME WALL PER PLAN 16d NAILS @ 16" O.C. �° w _ _STRUCT: BM LINTEL SEE PLAN INFO 12" O.C.-- � � /ILb - QC CHECK: CC J PKT SGD ATTACHMENT 2x8 w/ (2) 1 O NAILS @ 6u /Nc Uj JOB No. TM - 2150448 BY BUILDER EACH VERTICAL cn CONDITION @ CMU WALL CONDITION @ FRAME WALL Safi _SCALE: AS INDICATED SIDE VIEW (5) BASE OF POST - �, ~ DATE: 04/27/15 D01 CORNER COLUMN FRAMING 4F11 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4 =1-0 information contained in this document is copyrighted 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014: The op p y � Y p p Y SD4 ROOF SHEATHING ATTACHED PER III 3 III I II II II PANELS U) _j W NAILING SCHEDULE III TYP. AROUND III II II II II III I I I I 2x STUDS BEYOND, � O U_ O OPENING SEE PLAN FOR w � SIMPSON H3 CLIP (4) 10d NAILS FOR CONV. III III III II 11 II Ij III I I I I I I I O MORE INFO w z � 0 7 i �I FRAMED MEMBERS ONLY IIII II II II II w = � 0 I I II IIII � � o IIII 1 1 II IIII II II II II o o 0 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS �— i�i��i� ILL L_11—=_1 -a cn oo m m PRE-ENGINEERED ROOF „ _I.L__LI N� LO EXTERIOR SHEATHING STUD TRANSOM SLOPE AS REQ'D SHEATHING SPLICE, WINDOWS SEE i BETWEEN EXTERIOR PLAN SHEATHING & BLOCKING GYPSUM 2X6 P.T. SYP. #2 CONT. w/ (2) WALLBOARD 1/4" X 4" TAPCONS @ 16" O.C. i JOINT, MAX. SPACED EVENLY VERTICALLY TRUSSES 24 O.C. MAX. _ 1/8" GAP LINTEL SEE. � 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ FLOOR SYSTEM 0 .. W PLAN • (2) 1/4" X 4'%" SIMPSON SDS SCREWS @ 16" O.C. MAX. - - - - - NAILING PER 4'-0' MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/z' i SCHEDULE PKT SGD SIMPSON SDS SCREWS @ 16" O.C. MAX. 1 2x BOTTOM PLATE 2X8 P.T. SYP, #2 TOP & CUT TO FIT. 2X4 BLOCKING ATTACH PER MANUF. SPEC'S IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 0 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ 01 LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C.10 SHEATHING DIAGRAM (2) 16d NAILS 3 O.C. TO 2x6 VERTICALS EACH ENDi SD01 SHED ROOF DETAIL4F1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL PS01 HEADER SECTION POCKET III =0 SCALE: 3/4" =1'-0,. SCALE: 3/4" =1'-0" SGD W� TRANSOM SCALE: 3/4" = V-0" O rr`e�rllllr��o�/ a u� gar' is oh NOTES: ,O� j°..••.•��'��♦ + + 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN •° •° ♦ W 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION ++ +` ,•°iu `•;® �. Q z Z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) , h 046. (j EAT 4 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" N (,�� ,0: = PIPE OR DUCT W/ PENETRATION PLATE LENGTHS MUST B ) EDGE DISTANCE �� '•' �o .. Q o LEAST 8'-0" LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4 s PER DETAIL SEE TRUSS PLAN a "� 2x4 #2 SYP BLOCKING .. p.,. • .. •. OF MORE THAN 50% OF TOP 24 O.C. w/ 3 12d e TO BLOCK OUT TOP PLATE @ O ® � � • .� z � -D FOR MORE INFO •° ¢ PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d @ 3 O.C. ATTACH W/ (2) 10d NAILS O.C. NAILS @ EA. END ♦ ®•�;• ., - PSPN516Z W/ (12) 16d NAILS TYP. (SOLID BLOCK w/ 2x6) °••ej °•�� • `e`o J 2 EDGE 3 EDGE 5 EDGE ALONG w/ ♦ • . O TOP & BOT. Z 10d x 3,, CONNECTORS d. �Je O 2x4 STUDS PER DOUBLE 2X4 TOP PLATE w + ++++ + + + DOUBLE 10d @ 3 O.C. FRAMING PLAN " _ �111 11 . 10dx3cq TOP SPLICE COMMON o c7 2x8 #2 SPF VERTICAL @ w •• L] o o z w z 4 z _ , 24" O.C. w/ EXTERIOR � g'81, w 3° W W U in Q ¢ 10 11 2x4 #2 SYP P.T. @EACH TRUSS w/ SHEATHING & (4) 12d 48, M7N [n �n „ a F- can (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @EACH BRACING OU M 5 10d x 3" 4 1/2 m o TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 1 O NAILS p • :iIi7 7N 2x4 BEYOND AGAINST COMMON w @EACH VERTICAL z r�it ipy7 ra. ¢ f 1/rm N 2x.8 STUDS y M 1�yw , Odx3 0 0 c� (� ---TRANSOM BETWEEN LINTELS .• TOP SPLICE COMMON z z w z w ,. OPP. SIDE U U o U SEE PLAN FOR F- O z ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP O ¢ ¢ - ¢ LINTEL INFO D- U1 Z a a a 10d x 3 SLOPE AS REQ'D Q O PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON U I ( cn I I u� I I z _ d(D DOUBLE 2X8 EA. SIDE) TYP. AT ALL •' EA. SIDE) TYP. AT ALL a q OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ (2) U TOP PLATE EXTERIOR CONDITIONS EXTERIOR CONDITIONS `- 10d x 3" 1/4 x 3 1/2 TAPCONS @ 12 w �` ° O - n n n 2x8 STUDS PER � O.C. SPACED EVENLY �� '� FRAMING PLAN COMMON BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD • VERTICALLY ZO,Ca OVER STUD TOP PLATE TRANSITION DETAIL 2x6 ATTACHMENT BY � 1� � BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d 0 0 (2) 2X4's (2) 2X6's ' 2 2X COLUMN (2) 2X8 s INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS 4FO T P CL i BR WALL TCP PLATE SPLICE STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X�S G rWFO62x BUILT-UP STUD - SCALE: 3/4"=1'-0" (3) or (4) 2x col_uMN PS02 SECTION AT POCKET w SCALE: 3/4"_,-000LUMN DETAIL SLIDER SCALE: 3/4"=1-0" j U U^) SEE � VZ STRUCTURAL SHEATHING ROOF SHEATHING, (2) 2x TOP PLATE z AK ATTACHED PER NAILING PLAN NAIL PER PLAN Xx"x �► SCHEDULE DOUBLE TOP PLATE w _ W S+! (2) 2x BUILT-UP COL. Z SIMPSON SP4 0R SP2 @ EACH STUD z 06 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O < 2x4 #2 SYP CONT. w/ (2) 16d NAILS @EACH END BLOCKING @ ¢ W U' COMMON NAILS EACH STUD OR a 24 O.C.w/ (2) U Z F SIMPSON LSTA30 w/ 0 � TRUSS MEMBER, TYP. (MAX.24" w O 16d END NAILS 0 PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER -_jO.C.). IF MASONRY, USE (2) 1/4 TRAP EACH END J ROOF TRUSS - SEE CONDITIONS S w TAPCONS w/ MIN. 2" EXTERIOR SHEATHING � 07 C FRAMING PLAN FOR AROUND TALLER STUD) < z EMBEDMENT @ 24" O.C. NAIL PER PLAN O SPACING _ SEE PLAN FOR PRE-ENGINEERED ROOF TRUSS - TRUSS OR ROOF SYSTEM SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR ry c) Ir MORE BRIG. WALL INFO w W X x ¢ � •�"�~ X x Z J z�� WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN 2 2x TOP PLATE Q O SEE PLAN O I ( 4 4 2X8 #2 SPF VERTICAL @ 24 O.C. p I— FOR STUD SIZE &SPACING. DOUBLE 2x BLOCKING w/ W - W MIN (2) 2x UNDER GIRDER MIN W/ EXTERIOR SHEATHING O F— TRUSS U.N.O. (4) 12d NAILS @EACH END SEE WF06/SD3 I- ATTACHED PER NAILING U LEDGER AT LOW ROOF FOR MORE a .. SCHEDULE END (4) 12d NAILS Q LU 6D02 SIMPSON LSTA24 INFOR @ TOP & BOTTOM z W SCALE: 3/4" =1'-0" EACH STUD a 65_ 2X BRIG WALL, SEE PLAN 2x8 w/ (2) 1 O NAILS w FOR STUD SIZE & SPACING. LINTEL SEE 4 a @ EACH VERTICAL 0 MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP PLAN TRUSS U.N.O. SEE PLAN FOR •. PKT SGD — PT POST (AS NOTED) CONNECTION w/ (2) ROWS OF 1Od NAILS C� CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. ATTACHEDMENT z o SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER 0a INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS SECTION AT DOUBLE BEARING F 1 WALL STEP BEARING SECTION AT POCKETNOT REQUIRED. F(PS03z V �-- EXTERIOR BEAM AS NOTED 1 1SCALE: 3/4" =1'-0"SCALE: 3/4" =1'-0" = FRAME WALL SLIDER SCALE: 3/4" 1'-0 z — HTS20 CLIP FROM POST TO BEAM LAP BEAM PLYS AND NAIL AS SHOWN z Q (5) 0.131 x 3 1/4" NAILS PER PLY z LLL 0 — HTS20 CLIP FROM POST TO BEAM 2;0„ 2 to LUui =0, �- J — EXTERIOR BEAM AS NOTED R<90 ROOF SHEATHING, RSA ROOF SHEATHING,Iry TR�s FASTEN PER PLAN TRIS FASTEN PER PLAN 5 LU 0r PLAN VIEW @ TOP OF POST s s o Q W 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE + + Z V) PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO • + OF ROOF SHEATHING O LIJ in LEDGER - LEDGER • + + W f- 0 = Z �.�. PROVIDE (4)10d x 3" PROVIDE (4)10d x 3" + + 0 V _J V W ABU POST NAILS AT JOINT NAILS AT JOINT D W '- z O 10d NAILS 4" O.C. 10d NAILS 4" O.C. w Q _ BASE (AS NOTED) @ 2X6 FACIA @ 2X6 FACIA 0II- H PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL U 5/8 THREADED ROD w/ @ p PER PLAN PER PLAN MORE INFO AND ' NUT SET IN ADHESIVE SP4 TO EACH OVERHANG 24 O.C. w/ EXTERIOR o, CONNECTION SHEATHING ATTACHED 1- TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS PER NAILING SCHEDULE W STRUCTURAL ENG: CFG /BED PER PLAN TO LEDGER PER PLAN TO LEDGER 4 & (4) 12d NAILS EACH Q DRAFTING:. a i a SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) TRUSS MEMBER Z PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS @ 2x FRAME WALL PER PLAN 16d NAILS @ 16" O.C. �° w _ _STRUCT: BM LINTEL SEE PLAN INFO 12" O.C.-- � � /ILb - QC CHECK: CC J PKT SGD ATTACHMENT 2x8 w/ (2) 1 O NAILS @ 6u /Nc Uj JOB No. TM - 2150448 BY BUILDER EACH VERTICAL cn CONDITION @ CMU WALL CONDITION @ FRAME WALL Safi _SCALE: AS INDICATED SIDE VIEW (5) BASE OF POST - �, ~ DATE: 04/27/15 D01 CORNER COLUMN FRAMING 4F11 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4 =1-0 information contained in this document is copyrighted 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014: The op p y � Y p p Y SD4 3/4" SHEATHING 2x4 STUDS @ 16 O.C. (i 2x STUDS @' 16" O.C. SEE PLAN SIMPSON LSTA30 STRAP < SOLID SHEATHING SHEATHING PER PLAN (MAX 10° ANGLE) W/ (22) 10d SyF @ HEADER TYP. (U.N.O.) ATTACH PER NAILING EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN FT 2x4 #2 SYP BLOCKING 48" O.C. W/ (2) 12d SCHEDULE WALL ATTACH PER NAILING PRE-ENGINEERED ROOF NAILS. LB TND/SN RAP OVER SIMPSON SP4 w/ (6) 10d W TOENAILS EACH END 3/4 SHEATHING TYP. TOP E I 3 , N X 1 1/2" 24" O.C. Q 2x4 BOTTOM PLATE SCHEDULE TRUSS -SEE FRAMING PLAN @ 2x STUDS @ 16 O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ FOR LOCATION & SPACING RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER ATTACH SHEATHING TO «« STUDS/ HEADER Y U.N.O. ON PLAN 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24 O.C. FLOOR NAILING RIBBON BOARD WITH (2) EXTERIOR SHEATHING FROM • 2x4 #2 SYP ANGLE AT 12" O.C. (2) 2X HEADER -SEE 2ND MAX. SCHEDULE • FLOOR PLAN FOR MIN. AGAINST TRUSS ROWS 8d NAILS @ 3" O.C. TOP OF WALL TO BOT. RIBBON, .-- VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR (4) 16d NAILS RIBBON STAGGER ROWS 1.5" TRUSS STRAP -SEE HEADER SIZE & REQ'D NAIL PER PLAN W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, TO EACH TRUSS SIMPSO FRAMING PLAN FOR , JAMB STUDS Q END STUDS @ 16 O.C. W/ (2) 16d (2) 8d NAILS @ 3 o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS » C 2X SILL AT WINDOW w/ E • MASONRY OR : CRIPPLE STUDS AT EACH END f Z NAILS @EACH END SEE _ WALL SHEATHING TO 1 T WOOD FLOOR TRUSSES WITH (2) � � NAILED TO STUD PACK w/ 10d NAILS IF HEADER IS UPSET w SYS. 42 FLOOR CONNECTOR SCHEDULE FOR _ EACH TRUSS MTS 2 A 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: 0 TRUSSES @ 24" CONNECTION SEE CONNECTOR SEE PLAN FOR SIZE « » ATTACH SILL w/ (2) 10d TOE NAILS (1) 2x SILL PLATE w/ (2) w Z O.C. (MAX) O.S.B. TO OVERLAP SILL SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. `' " ATTACH RIBBON TO PLATE 1 1/4 (MIN.) GYP.CL BD. CONNECTION STUDS PLATE ' 1/2" GYP. CLG BD OR r��`�'� EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS � ,� „ 8d NAILS @ 3" O.C. WALL 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN O 0- (2) 5/8 TYPE X WHEN SHEATHING TO BOTTOM 1/2" GYP. WALL BD. OVER OR BLOCKING PT IF MASONRY WALL 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ U IN GARAGE PLATE RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL .. DECKING PER FLOOR (2) 10d TOENAILS. C7 2X4 PT SILL PLT. IF KNEEWALL P.T. FURRING STRIPS ON SIMPSON MSTAM36 STRAP W/ »» NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & OPENING LARGER THAN Z o ON MASONRY) SEE PLAN • p U) 8 CMU WALL 8 CMIU (10) 10d TO STUDS & (8) 1/4" X '; (4) 1/4 X 2 1/4 TITENS IF FLOOR » 4FT (2) 2x SILL PLATE w/ NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ:' 2-1/4" TITEN SCREWS TO » FLOOR TRUSS SEE TRUSSES ARE 20" TO 26 DEEP, • • A35 CLIPS EACH SIDE w/ � W 0 LINTEL COURSE. •; FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON :. 2x CRIPPLES @ 16" O.C. m 2 -STORY CONNECTION S 1 2 STORY WALL CONNECTION USE SIMPSON MSTCM60 •• CONNECTION INFO.. » a A's 1 2 STURY CONNECTION S 1 MSTCM60 STRAP w/(20) 16d SINKERS & �, w/ (2) 10d TOENAILS T&B p STRAP W/ (20) 16d SINKERS& •» PLYWOOD SHEATHING - �� _ � �� _ � �� `, SCALE: 3/4" = 1'-0° ,� ,� (14) 1/4" X 2 1/4" TITENS INSTEAD OF .. » - ( � SCALE. 3/4 -1-0 SCALE. 3/4 -1-0 CANTILEVER (14) 1/4 X 2-1/4 TAPCONS FOR n PARALLEL WALL PERP. WALL „ »» LINTEL STRAP (IF TITENS ARE NOT IN «» REQ'D T&B) O TRUSSES 20 TO 26 DEEP «« LINTEL COURSE OR INTO FILLED CELL • _j IF TITENS ARE NOT IN LINTEL "' • SEPARATE SHEATHING ( »» SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. • • COURSE OR INTO FILLED CELL UNDER WINDOW .. FOR MORE INFO ». N USE 1/4 X 13/4" TITENS) U.N.O. •. SEE DETAIL WS11/SD5 2nd FLOOR WALL; SEE PLAN NOTE: • • FOR MORE INFO = W FOR MORE INFO. IF PROVIDE BLOCKING STRAPS CALLED OUT WITHIN THIS DETAIL ARE "' � CONTRACTOR TO PROVIDE • , «Of ADEQUATE WATERPROOFING. SHEATHING IS NOT CONTINUOUS TO BOTTOM OF TRUSS IS NOT PRESENT THE STRUCTURAL PLANS OR WHEN THE BELOW JAMBS IF FLOOR `\ ONLY REQUIRED WHEN INDICATED AS SUCH ON .» O f NO CONCRTE SLAB PERMITTED • « �� • « �,, � STRUCTURAL SHEATHING IS NOT CONTINUOUS«« FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE .» \ «• Z IIj TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO FROM TOP OF WALL TO BOTTOM OF FLOOR O er,11111► SYSTEM �- AND WHEN 3 OR MORE WINDOWS ARE STRAPS FROM EA. STUD TO IN A ROW (ONLY JAMB STUDS BETWEEN • « 2X TOP & BOT. RIBBONS, ,�,� ��/� LO of � TRUSS WINDOWS) CENTER WINDOWS MUST HAVE CONT. �� ••. �� ion r.. w d LSTA30 STRAPS TOP AND BOTTOM AND EACH �� •• °'• ,`��o ,00 N Z Z SEE ARCH DWGS FOR z PROVIDE BLOCKIN. / TOPPING INFO SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE �. �• LOAD G V_ HANDRAIL BY OTHERS PLAN FOR MORE INFO BELOW JAMBS = 0 1• y iC9D .�'7[/; °.� R / L. CONNECTION SO HEADER CONNECTION a .. 4so GIDE CO CO 0 'd. �a®, SCALE: 3/4" =1'-0.. ,� !° ,® w , J li CL 3/4 PLYWOOD FLOOR SCALE: 3/4" = 1'-0" s � ° DECKING ATTACHED PER 2nd FLUOR @ 2nd FLOUR i� ••°°.•,4A•• �� NAILING SCHEDULE fs SLOPE I SLOPED BALCONY FLOOR s )OF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: TRUSS (12" TALL) (60/15/5 MIN. w _ CONC. OR CLAY TILES PRE-ENGINEERED ROOF ,c � MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G 90 GALV. COATING 1 LOADING) W/ LUS26 OR LUS46 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS TO LEDGER TRUSS -SEE FRAMING PLAN �<< a SECURE W/(4) NAILS EA. Sy SIMPSON LSTA30 w/ (22) 2 MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE I) FOR LOCATION & SPACING FFT 10d NAILS (MAY BE O 4. 1:0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX ° DOUBLE 2X TOP ANGLED UP TO 10°) U ,'t 5. MIN. THICKNESS 0.0187 IN. SEE PLAN o p 6. CHROMATE TREATMENT SHEATHING ':: PLATE SOLID SHEATHING Q O a EXTERIOR SHEATHINGcei L) @HEADER. { SEE WS11/SD5 FOR SIM. END a o FROM TOP OF WALL TO PRE-ENGINEERED ROOF CONDITION ° BOTTOM RIBBON SIMPSON SP4 w/ (6) w h 0 O TRUSSES @ 24" O.C. TRUSS STRAP - SEE ° o ATACHED PER NAILING -. 10d x 1 1/2 @ 24 O.C. a p LINTEL PER PLAN FRAMING PLAN FOR ° SCHEDULE EACH SIDE '� Q o R-30 INSULATION ° OF WINDOW LOCATION _ CONNECTIONS ° ° U _ 2x12 #2 SYP CONT. LEDGER W/ o o ' TRUSS STRAP SEE ROOF° w0 r :. (3) 1/4"x4-1/2"SDS SCREWS (2) 2x SPF TOP PLATE PLAN EQUALLY SPACED ° ; U (2) 8d NAILS @ 3 O.C. TO 0 z R3 VERTICALLY @ 24" O.C. AND @ S EA. END VERTICAL (MIN. 2" JAMB STUDS &FLOOR. _ - BEARING r FLOOR PLAN FOR MIN. > �® FROM T&B) TRUSS BELOW ` � O SEE PLAN HEADER SIZE & REQ'D OW SEE WS10/SD5 FOR ADDITIONAL INFO STRUCTURAL. COLUMN JAMB STUDS o- \\-1/2" CEILING GYP. BD. SEE PLAN FOR SIZE 2X BOTTOM PLATE - W ALUM. DRIP EDGE AND REQ'D # OF DECKING PER : DECKING PER DBL. TOP PLATE STUDS FLOOR NAILING FLOOR NAILING U 2x CONT. SUBFASCIAo HDR. PER PLAN SCHEDULE SCHEDULE 0 VENTED ALUM. SOFFIT ° FLOOR TRUSS SEEFLOOR TRUSS SEE (n° SEE WS06/SD5 FOR WINDOW U) Z WINDOW AS SCHEDULED rRF`01�SECTION AT BALCONY o FRAMING PLAN FOR SILL / FRAME DOWN INFO FRAMING PLAN FOR Q CONNECTION INFO_ij\ CONNECTION INFO J 8•t SCALE: 3/4" =1'-0 ti Ow W MIN 2x4 STUDS @ 16 O.C. SEE PLAN FOR MORE INFO Ifff �� O TEXTURED CEMTITUOUS NOTE: 1/2GYP. BD. i- (9 " FINISH, 7/8' MIN. (1) SIMPSON LSTA30 Q W � ° STRAPS CALLED OUT WITHIN THIS DETAIL ARE ,.� �- � U Z THICKNESS 2x BOTTOM PLATE w/ STRAP W/ (11) 10d TO ° ONLY REQUIRED WHEN INDICATED AS SUCH ON O I- (2) 12d AT 12 O.C. ENGINEERED STUDS ABOVE PLATE THE STRUCTURAL PLANS OR WHEN THE SIMPSON LSTA30 w/ 1 0 J U.N.O. �` STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 10d TO STUDS w W MID -SPAN BLOCKING TRUSS 2 z 6 ~' � FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. F- Z U.N.O. PER PLAN \ WHEN 3 OR MORE WINDOWS ARE IN A ROW ONLY JAMB _ 3/4 O.S.B. FASTEN( O R-11 BATT INSULATION STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST - U IDC 44 FLOOR TRUSSES SEE PLANT HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR • FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN U W H FOR DEPTH AND DIRECTION ZJ � Z BEAM SEE PLAN Q V J O O FLOOR SYSTEM DRAFT ;SO GIRDER / COL. CONNECTION 4so HEADER CONNECTION 0 VJ R STOPPING AT 1000 SQ FT REFER TO ROOF PLAN OU ~ N SEE DETAILS ABOVE FOR C E: 3/4" =1'-0" SCALE: 3/4" =1'-0" U � MORE INFO. MAX: DRAFT STOPPING FOR CONNECTIONS B SAL 2nd FLOOR HIGH BEAM Q W @.2nd FL. HIGH M � _ MATERIALS MIN THICKNESS Z W ..� SHALL BE 1/2" GYP BOARD OR 15/32 OR 7/16 OSB. pw� T N FOR (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH U) ATTACH TO FLOOR TRUSS REFER O PLA O BEARING w/ Sd NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE a SEE PLAN AND BOTTOM CHORDS 10d NAILS PRE -ENG. FLOOR SYSTEM - Z 1F NO FLOOR SYSTEM STRAPS CENTERED @ LINTEL AS PER PLAN - p :. FLOOR W/ (14) 10d NAILS . INSTALL KNEEWALL KING Q PROVIDE SOLID BLOC ATTACH 2X STUDS W/ (4) 2X STUDS (3) 2X STUDS O UNDER COLUMN (2) 16d NAILS @ 6 O.C. J O • ATTACH 2X STUDS 0 SHEATHING PER PLANZ C) W/ (2) 16d NAILS @ 6"' - ATTACH PER NAILING O.C. Z WD. HD. HT. ..: SCHEDULE, w CV 11 SEE PLAN CONTINUOUS FROM O .. TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A r, BOTTOM PLATE. Z Q Ii- WINDOW AS SCHEDULED 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 LL _ „ = Z TEXTURED CEMTITUOUS .WOOD BASE BOARD � 1/2 DIA. THREADED ROD WITHIN GIRDER w I— Q FINISH, 1/2" MIN. 6" FROM COLUMN - TRUSS PER p C.) J V THICKNESS ON CMU 3-1/2" CONC. SLAB 2500 SEE BRG WALL/ 2 -STORY WALL PLAN cn Z ( (2) SIMPSON LSTA18 W Q Q p.s.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. X 7, STRAPS CENTERED @ OR FIBER REINF. CONC. REFER TO FOUNDATION FLOOR W/ (14) 10d NAILS SEE FLOOR FRAMING. j � ON 6 MIL. VAPOR BARRIER PLAN FOR FTG. INFORMATION i PLAN FOR FLOOR SEE TRUSS SYSTEM INFO.. VERT. #5 IN FILLED CELL Tiffl 3-1/2„ CONC. SLAB LAYOUT FOR I 1HANGER (2) SIMPSON META16 FLOOR TRUSS TO EXTERIOR STRUCTURAL ENG: CFG / BED FIN. FLR. WW----- � -- ----- - - - - - MASONRY WALL SHEATHING FINISH Q DRAFTING: -_---- W/ TOP OF MASONRY 1- .. �_ �;.., Vi • Z STRUCT: BM SEE SHEET SDI FOR FTG DETAILS, ' . a MASONRY WALLATTACHED PER I —� NAILING SCHEDULE pGRADE _� s : :. <. _ - QC CHECK CC _—� CLEAN COMPACTED w _ --- - �- =— POISON TREATED JOB No. TM - 2150448 �= FILL TRUSS PER PLAN SCALE: AS INDICATED SANpr-;RU ~ DATE: 04/27/15 S0� TYPICAL WALL SECTION SO 2 -STORY COLUMN S1 WALL TO FLOOR TRUSS SO SECTION CORNER FRAMING AT SCALE: 3/4” =1'-0" SCALE: 3/4" _ 1'-0" I L SCALE: 3l4" =1'-0" SCALE: 3/4" =1'-0" 2 STORY CMU /FRAME C GIRDER CONN. DETAIL zUZ) M a. contained In thus 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. COPYRIGHT MCD 2014: The Information cop p Y ZW0 ci r J J W W A A O0 0 / 2X 2ND FLOOR STUDSp O W SEE PLAN FOR MORE w z R INFO. W m ACCOMODATE STRAP LL _ „ = Z TEXTURED CEMTITUOUS .WOOD BASE BOARD � 1/2 DIA. THREADED ROD WITHIN GIRDER w I— Q FINISH, 1/2" MIN. 6" FROM COLUMN - TRUSS PER p C.) J V THICKNESS ON CMU 3-1/2" CONC. SLAB 2500 SEE BRG WALL/ 2 -STORY WALL PLAN cn Z ( (2) SIMPSON LSTA18 W Q Q p.s.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. X 7, STRAPS CENTERED @ OR FIBER REINF. CONC. REFER TO FOUNDATION FLOOR W/ (14) 10d NAILS SEE FLOOR FRAMING. j � ON 6 MIL. VAPOR BARRIER PLAN FOR FTG. INFORMATION i PLAN FOR FLOOR SEE TRUSS SYSTEM INFO.. VERT. #5 IN FILLED CELL Tiffl 3-1/2„ CONC. SLAB LAYOUT FOR I 1HANGER (2) SIMPSON META16 FLOOR TRUSS TO EXTERIOR STRUCTURAL ENG: CFG / BED FIN. FLR. WW----- � -- ----- - - - - - MASONRY WALL SHEATHING FINISH Q DRAFTING: -_---- W/ TOP OF MASONRY 1- .. �_ �;.., Vi • Z STRUCT: BM SEE SHEET SDI FOR FTG DETAILS, ' . a MASONRY WALLATTACHED PER I —� NAILING SCHEDULE pGRADE _� s : :. <. _ - QC CHECK CC _—� CLEAN COMPACTED w _ --- - �- =— POISON TREATED JOB No. TM - 2150448 �= FILL TRUSS PER PLAN SCALE: AS INDICATED SANpr-;RU ~ DATE: 04/27/15 S0� TYPICAL WALL SECTION SO 2 -STORY COLUMN S1 WALL TO FLOOR TRUSS SO SECTION CORNER FRAMING AT SCALE: 3/4” =1'-0" SCALE: 3/4" _ 1'-0" I L SCALE: 3l4" =1'-0" SCALE: 3/4" =1'-0" 2 STORY CMU /FRAME C GIRDER CONN. DETAIL zUZ) M a. contained In thus 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. COPYRIGHT MCD 2014: The Information cop p Y 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" EXT.FINISH, PER 2x BASE PLATE w/ (2) 12d @ TOP & SP1 @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN W ARCHS NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & F_ 2x8's 16" O.C. @ AP PROVED BLDG. USE SIMPSON MTS12 OR LSTA18 TO BLOCKING SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON ROOF SHEATHING SPACING. Q MAX (U.N.O.) >. WRAPTRUSS BELOW. NOT REQ'D IF STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) SCHEDULE ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ (2) 12d PRE-ENGINEERED SCHEDULE TOENAILS EACH END PLYWOOD FLOOR TRUSS -SEE 2X4 CONT. W/ (2) 12d Q MSTAM24 EACH SIDE (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD Z OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & SCHEDULE 0 WALL BELOW W/ (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. � LTRUSS 10d NAILS AND (5) y: ANCHOR BOLT OR UNDER WINDOW JAMBS TRUSS 2X6 #2 SYP CONT. LEDGER W/ (2) Ya"x3" 2x8 #2 SYP SILL PLATE W/ Z 1/4"x2 3/4 TAPCONS _' J -BOLT W/ MIN. 7 USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS @ 16" O.C. MAX. & %" EPDXY ANCHOR OR w (2) 2x SYP #2 PER PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE FLOOR TRUSS SEE I LANA 3" FROM EA. END - USE (3) SCREWS J -BOLT @ 32" O.C. W! MIN. 0 O Q BUILT -UP STUD PT 2x8 BOTTOM & 3 FROM EACH END TRUSS PLAN FOR FOR 24 O.C. 7" EMBEDMENT & 6" FROM 0 - COLUMNS PLATE OVERLAP CONNECTION INFO H EACH END (D Z � (� LEDGER PER PLAN " BOTTOM M BOTTOM PLATE 1 1/4 SEE PLAN RECESS LEDGER INTO aa. SIMPSON LUS26. USE 4d. p 1x PT NAILER (MIN.) TRUSS. VERIFY W/ SHOP a. .. LUS26-2 FOR 2PLYTRUSS ? W 4 LOW ROOF TRUSS SEE DRAWINGS m 0 PT FURRING AS TRUSS PLAN FOR °< 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN Q (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 o TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS 8" CMU WALL ° . ° EXT. FINISH, PER ARCHS MASONRY USE HETA16 @ 24" O.C.) OPT. TRUSS RECESS LEDGER w 0 • O N (LD01 LEDGER AT GIRDER F02 WALL SPLICE C 4s, SECTION COMBO (LD03 SECTION AT OPEN TO ABOVE w W O . ,._ ,_ „ SCALE. 3/4 1 0 �+�+ TRUSS - SCALE: 3/4" -1'-0" LEDGER SCALE: 3/4" =1'-0" U) Z DETAIL SCALE: 1 1/2" =1'-0" w Lna N 0 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/ CV ` CE V t� ...• — SCHEDULE OR MTS12 MAY BE USED @ BASE. EXT. SHEATHING ATTACH PER 2x4 NAILER w/ 2 — (") PLAN ATTACH PER NAILING SCHEDULE BAYS @EACH DIAGONAL AS SEE 2ND FLOOR WALL 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. • ,� /► " `o� '�' p 2X8 @ 16" O.C. - SEE FRAMING NAILING 1 10d NAILS @ 6 O C SHOWN. FASTEN ROOF SECTION FOR ADDITIONAL "" • we Q �'• `� (2) 2X4 #2 SYP BLOCKING W/ PLAN FOR MORE INIFO. SCHEDULE SHEATHING TO BLOCKS w/8d INFORMATION ROOF AND EXTERIOR � ° °` O •:;�•, � •, e� w SIMPSON HUC24-2 EA. END 2X BLOCKING W/ (2) 12d TOENAILS EACH END W/ 10d & 10d NAILS. „ 2x4 STUDS @ 16 O.C. NAILS @ 6" O.C. •�• SHEATHING ATTACHED PER NAILING SCHEDULE `ee�° w — LL (4) (2) USE (2) 2X6 W/ HUC26-2/-2x BASE PLATE W/ (2) 12dv 1/2" GYP: BOARD w UNDER WINDOW JAMBS. NAILS @ 12" O.C. (5) 16d NAILS BRACE _ =:__: 2X8 #2 SYP CONT. LEDGER W/ — • 2x4 BLOCKING BETWEEN SIMPSON H10A @ EACH TO BLOCKING SIMPSON H2.5 _: (4) 16d NAILS. ATTACH NAILS INTO END EA. FLOOR TRUSS, 0- TRUSS TO OF O STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24" O.C. MAX. (INSTALL (4) NAILS 0 0 EACH END FOR MORE INFO. ALL THREAD ROD — ADJACENT DIAGONAL, FASTEN NAILS %4'x3" SDS WOOD SCREWS @ 16" AT EA. SIDE OF G.T.) 144 MOf 0 @ 48" O.C. TO DIAGONAL w/ (2) 16d O.C. MAX -EQUALLY SPACED & 3 " --- _ = Z"' Q'�+- O x N TRUSSES PER PLAN FROM END OF LEDGER - USE (3) ' ' SIMPSON LUS26 OR IF 2 -PLY M.*...I 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED LEDGER TRUSS SIMPSON LUS26-2 ' -` T • ' w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" CONNECT TO DOUBLE TOP PLATE w/ 16d NAILS o WALL BRACING @ 48 O.C. MAX. 45 FROM RECESSED INTO TRUSS. VERIFY w/a „ ; SEE FLOOR FRAMING PLAN& ":; .. TRUSS TO LEDGER w ' d ._ 0 Z c 0 EMBEDMENT @ 32" O.C. & 3" @ 6" O.C. HORIZONTAL (+/- 100) BRACE NOT REQUIRED SHOP DRAWINGS D5 FOR MORE INFO. FOR LOCATION Q o FROM EACH END a (2) 2X4 TOP PLATE 6�FROM EAVES. VERIFY VERIFY PLAN AND DIRECTION (IF PARALLEL 8 CMU WALL, TYP. w ; PRE-ENGINEERED TRUSS ° e 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" MIN. SEE WS10/SD5 FOR BLOCKING O c!) � � '�u�� ,,�,,� �' U' PLAN FOR SEE FRAMING a , C.M.U. WALL; WITH ROOF LOAD (MIN.) INFO. Z r SPACING & CONNECTION SEE PLAN a OPT. T TRUSS RECESS LEDGER 0 ��• INFO. 4<, ° C.M.U. WALL PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/� 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. > O ■� d Q S1 SECTION AT RAISED F1 SECTION AT OPEN ABOVE 2 STORY FRAME WALL F1w (LD04 SECTION AT LOW ROOF - BRACING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" HEEL TRUSS SCALE: 3/4" =1'-0" o z A U_ O 3rZ8.* w � o Lr. < o^. yrs3 ji s I SEE TRUSS PROFILE/ARCH PLAN FOR MORE INFORMATION 0 0 Q Z O J 1 1 1 I 1 (2) 2x SPF TOP PLATES 1 1 1 1 1 1 12 PRE ENGINEERED WD TRUSSES 24" O.C. _ G 1 1 I 1 @ __ Z O 1 I 1 1 FIBERGLASS SHINGLES OR � ?� U = 1 (2) 2x HEADER SEE FLOOR I 12x I 1 STUDS SEE PLAN 1 1 TILE VERIFY WITH ELEVATION 1 PLAN FOR MORE I 1 TRUSS ANCHOR (SEE PLAN) Z Q J �- Z 1 1 FELT H O 1 INFO I I 1 ROOFING � � 1 1 1 I APA STRUCTURAL SHEATHING ~ 1- N 1 I I I ATTACHED PER NAILING SCHEDULE Q W 1 I I 1 ? _ 1 B I I 1 1 I I 1 (2) 2x TOP PLATE 1 I I 2x SPF 1 00„ BASE PLATE g O PRE-ENGINEERED (2) 2x HEADER SEE PLAN FOR z 1 I 1 FLOOR SYSTEM 1 -0.H. SEE 2nd FLOOR PLAN FOR MORE INFO &CONNECTIONS Q 1 1 I KNEEWALL OR BEAM 1 SEE ELEV. APPROPRIATE HEADER DETAIL WINDOW SEE PLAN FOR LOCATION 2x #2 SPF STUDS @ 16" O.C. w/EXTERIOR SHEATHING FROM TOP OF WALL TO O D Z V Z 0 1 (2) 2x SPF I 1 I 1 TOP PLATES I 1 1 BOTTOM OF TRUSS/GIRDER SEE PLAN FOR w _ 0 N 11 1 1 1 1 WINDOW ATTACHMENT INFO. IF WALL I— O 1 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE Q 1 1 1 B TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW Q H 1 1 1 WALL SHEATHING IS ~ Z L> 0 1 1 I 1 2x STUDS SEE PLAN (2) 2x HEADER STOPPED BELOW ROOF LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL _ 0 .J J CO)W I 1 I 1 TO WALL � LLI . SEE FLOOR 1 �� 1 I I E PLAN FOR MORE ROOF SHEATHING ATTACHED PER NAILING O 0 1 1 I 1 INFO 1 SCHEDULE W0 0 F'" 0 1 I 1 1 PLYWOOD FLOORING SEE LU Vi W 1 1 1 1 2x P.T. BASE PLATE SEE FLOOR FRAMING PLAN FOR MORE INFO �. CZ7 � W m 1 1 1 1 1 --. ,. 2x BASE PLATE w/12d @ 24 O.C. LU F— 0= Z BEARING SCHEDULE T0 FLOOR SYSTEM BELOW r) (.� .1 �.i � FOR A.B. INFO cn � >., Z 0 1 I 1 1 ) SEE PLAN FOR I � � W aa= F— ' DIRECTION& MORE — L- — — SEE FOUND. PLAN FOR FTG. REQ. `�'�-.� INFORMATION — .,� A � �� R THAN 4'-2" ATTACH 1/2 THREADED ROD SEE BEARING AT OPENINGS LARGE A SCHEDULE ON FLOOR PLANS FOR C TOP PLATE TO HEADER WITH LSTA12 BENT OLOCATION FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS Q STRUCTURAL ENG: CFG / BED - DRAFTING: &CONNECTION INFO MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE H z STUD AND (5) 10d NAILS INTO HEADER SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST B JACKS / KINGS # OF STUDS TO FLOOR HEADER CONTACT EOR TO O O ��j1LDl/�G SANFORp w -STRUCT: BM QC CHECK. CC JOB No. TM - 2150448 SCALE: AS INDICATED MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING '� DATE: 04/27/15 PROVIDE EXTERIOR SHEATHING "Fl 2nd STORY INTERIOR BRG. ATTACHED PER NAILING SCHEDULE 41=1 TYPICAL WALL SECTION SCALE: 3/4" =1"-0" SCALE: 3/4" =1'-0" FOR EXTERIOR 2 STORY WALLS WALL &EXTERIORSD6 rnpvRlrur Horn gnla• Tho information rnntainPrin this rincument s rnnvriahteranis the exclusive nronerty of MONTH CONSULTING &DESIGN: OF WMR &ASSOCIATES. NC.Anv use. duplica i n or transfer of these documents without the exDressed, written consent of MONTH CONSULTING &DESIGN. OF WMR & ASSOCIATES. INC. is stri tIv p rohibited. MIN. (3) 2x SYP #2 SCHEDULE @ LANDING NAILS ((16" O.C. MAX. BEAM FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON T E CH 3 1/2" TO EACH STUD. AT LANDING TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER O.C.MAX.1/4"x TITENS @ 16" C: AX. FOR OF LANDING STUDS REQ'D @ END ON EACH SIDE 2x8 8'-0" MASONRY WALL) 2x6 A -A PLAN VIEW @ STANDARD (3)2X12 STRINGERS O BE 2x6 OF LANDING W/ MIN. (6) NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS 11'-0" STRINGERS W/ @ 3" O.C. TOP AND A35 @ EA. STRINGER 16d NAILS FROM BOTTOM CHORD TO LANDING -JOIST PER (3) 2x12 2x8 SIMPSON A34 CLIP TO 6" MIN. (2) 2x12 LEDGER TO STUD SEE AR S. FOR MAX. (1) 2x12 (1) 2x8 BLOCK OR RISE F STEPS AND 6 BEAM/FLOOR FLOOR SYSTEM 2x12 TRUSS PER PLAN PACK 2x8 7'-0" 9'-0" PENDING LANDING 2x6 5'-0" HEIGHT AND PLAN 2x12 STRINGERS ONE lo LAYOUT, HEADER WITHIN ON EACH SIDE AND (2) 2x12 SUPPORT WALL COULD ONE @ MID -SPAN 81-011 BE REQUIRED. SEE PLAN 2x6 5'-0" FOR REQUIRED HEADER LEDGER W/ (2) 1/4" X (3) 2x12 LINE UP 2xJOIST IN A34 @ EA. STRINGER (2) 2x12 ON INFORMATION. TO LANDING A A 2x ATTACHED TO 51_01. STRINGER (2) 2x12 2x JOIST (P.T. IF 81_01, (2) 2X BEAM PER ATTACHING TO LINE WITH MIDDLE SCHEDULE @ END OF MASONRY WALL) CONT 2x12 STRINGERS ONE LANDING FOR STRINGERS STANDARD (3) 2 12 ON EACH SIDE AND TO CONNECT TO. BEAM NAILS @ 16" O.C. MAX. ONE @ MID -SPAN TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" BUILT UP COLUMN x 3 1/2" TITENS @ 16" 2x12 STRINGER TO BE BELOW. O.C. MAX. FOR MASONRY WALL) STRINGERS W/ MIN. (3).2x4 SPF #2 COLUMN WOOD OR MASONRY BASE PLATE WALL SEE PLAN FOR UTILIZED AS BLOCKING MORE INFO SIMPSON A35 / A34 _ "� CLIP TO FLOOR SYSTEM & LANDING 2xJOISTS @ LANDING FRAMING O @ 16"O.C. W/ SIMPSON z z A35 OR LUS26 HANGER z ON EACH SIDE 10" MIN. U_ op v M re STAIR WINDER DETAIL (2) 2x BEAM PER SCHEDULE 4'-0" MAX 2xJOIST P.T. IF ATTACHING TO ' WIDTH OF LANDING REQ'D @ END OF LANDINGL MASONRY WALL) CONT LEDGER FOR STRINGERS TO MID SPAN BLOCKING TO W/ (3) 16d NAILS @ 16" O.C. MAX. CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR UP COLUMNS BELOW MASONRY WALL) A -A PLAN VIEW @ 90 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 2xJOIST LEDGER (P.T. PLYWOOD SHEATHING STUDS REQ'D @ END IF ATTACHING TO OVER LANDING OF LANDING W/ MIN. (6) MASONRY WALL) ATTACHED PER 16d NAILS FROM GENERAL FLOOR LEDGER TO STUDCONSTRUCTION 3/4" PLYWOOD OR OSB 16" O.C. NOTES PACK SEE PLAN FOR DEPTH SHEATHING OVER 01 MAX OF LANDING LANDING ATTACHED BEAM @ END OF PER GENERAL FLOOR LANDING PER CONSTRUCTION SCHEDULE NOTES ID SPAN IO STANDARD (3) 2X12 MATCHBJOISTING SYP #2 STRINGERS W/ DEPTH W/ (3) 10d SIMPSON A34 / A35 TOENAILS EACH END SIMPSON A35 CLIP TO FLOOR _ CONNECTIONS SYSTEM & LANDING z FRAMING MASONRY WALL OR o z FRAME WALL BEYOND U J O wo W - F B B CROSS SECTION 0 V BEAM TO LEDGER 07 SEE PLAN FOR MASONRY WALL OR WOOD WALL B B (2) 2x BEAM PER SCHEDULE 2x JOIST (P.T. IF ATTACHING TO 2x JOISTS PER , MASONRY WALL) CONT LEDGER REQ D @ END OF LANDING SCHEDULE @ LANDING NAILS ((16" O.C. MAX. BEAM FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON T E CH 3 1/2" TO EACH STUD. AT LANDING TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER O.C.MAX.1/4"x TITENS @ 16" C: AX. FOR OF LANDING ON BUILT UP COLUMNS BELOW ON EACH SIDE 2x8 8'-0" MASONRY WALL) 2x6 A -A PLAN VIEW @ 180 DEGREE TURN LANDING STRINGERS O BE 2x6 4'-0" NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS 11'-0" (2) 2x12 @ 3" O.C. TOP AND A35 @ EA. STRINGER (1) 2x12 (1) 2x8 BOTTOM CHORD TO LANDING -JOIST PER (3) 2x12 2x8 FRAMING PLAN 10'-0" (2) 2x12 W/ SQUASH SEE AR S. FOR MAX. (1) 2x12 (1) 2x8 BLOCK OR RISE F STEPS AND 6 BEAM/FLOOR MI . TREAD DEPTH 2x12 TRUSS PER PLAN (2) 2x12 2x8 7'-0" 9'-0" PENDING LANDING 2x6 5'-0" HEIGHT AND PLAN 2x12 STRINGERS ONE (3) 2x12 LAYOUT, HEADER WITHIN ON EACH SIDE AND (2) 2x12 SUPPORT WALL COULD ONE @ MID -SPAN 81-011 BE REQUIRED. SEE PLAN 2x6 5'-0" FOR REQUIRED HEADER LEDGER W/ (2) 1/4" X (3) 2x12 AND ORT A34 @ EA. STRINGER (2) 2x12 ON INFORMATION. TO LANDING A A 2x ATTACHED TO 51_01. STRINGER (2) 2x12 2x JOIST (P.T. IF 81_01, (2) 2X BEAM PER ATTACHING TO 5'-0" SCHEDULE @ END OF MASONRY WALL) CONT 2x12 STRINGERS ONE LANDING FOR STRINGERS LEDGER w/ (3) 16d ON EACH SIDE AND TO CONNECT TO. BEAM NAILS @ 16" O.C. MAX. ONE @ MID -SPAN TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" BUILT UP COLUMN x 3 1/2" TITENS @ 16" A35 CONNECTION BELOW. O.C. MAX. FOR MASONRY WALL) MIN. (3).2x4 SPF #2 COLUMN WOOD OR MASONRY BASE PLATE WALL SEE PLAN FOR ATTACHED PER PLAN MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING PLAN (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12,-0„ (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" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 61_011 (1) 2x12 (1) 2x8 2x6 4'-0.. (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0° 81-011 (1) 2x12 (1) 2x$ 2x6 5'-0" LEDGER W/ (2) 1/4" X (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 51_01. 6'-0" (2) 2x12 2x8 81_01, (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6-0" 1' 2x JOIST PER NOTE: 2X8 P.T. SPF #2 (MIN.) LET IN FASTEN TO SLAB USING MIN. (4) a SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10 AND MAX. RISER HEIGHT OF 7-3/4" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT HEIGHT OF LANDING 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR G E N E R /\ L LANDING N D I N G PER FLOOR PLAN STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STAIR FRAMING INFO SCALE: 3/4" = 1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 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, dur r [IP I I_ MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR — CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS -- RIMBOARD 16 O.C. MAX INTO W/ (3) 16d NAILS INTO STUDS OR FLOOR WJOISTS J 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH o H 12" O.C. W/ (3) 16d END END UNDER W U_ NAILS FROM RIM JOIST PLATFORM a O TO JOISTS W/ 2X6 MID SPAN BLOCKING w 2X6 #2 SPF @ 12" O.C. O 011 LLJ o MAX 6'-0 SEE PLAN FOR �t R ADDITIONAL BEARING ` � «, `,� ,, ,,,.,- — o WALL INFORMATIONMAxs'-o° ~ tL ®®C��• Q z rST04 ELEVATOR TEMP. FLOOR, SCALE: 3/4" =1'-0" MIN 7116° FLOOR PLATFORM DETAIL � SHEATHING p~""�; Q 0 2x4 CONT. TOP PLATE ,�� !iy l�,p + O®17�` .,. LLLL -3 ATTACH TOP PLATE TO •• `ems 'S 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE 311 II J1 2x4 CONT, TOP PLATE 24" O.C. SEE ARCH PLAN I 1 NAILS z W MAX. 4'-0" ABOVE FLOOR I (ATTACH TOP PLATE� 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d d x x 24" O.C. W/ (2) 12d TOE NAILS 2 2x6 VERTICAL @ 6'-0" TOENAILS BOTTOM 0 NOTCH SILL PLATE � O.C. MIN. AND @ ANY 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS bra FOR VERTICAL „ NOTCH SILL AND @ ❑ ( OPENING. W/IN 10d NAILS @ 4 O.C. PLYWOOD FLOORING 24 O.C. EVERY OTHER Q HANDRAIL KNEFWALL NOTCHED 2x6 N @ TO ALLOW VERTICAL STUD TO BE M4 2x L -BRACE W/ 12d VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST; NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE w' ` .` 0 ACCOMMODATE 2x ATTACH W/ (2) 12d a,.. a ' l"0 ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) 2x6 VERTICAL AND TO I -JOIST W/ (3) Y4" x 3" (, L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) C} ,� SECTION X -X @ ANY OPENING EQUALLY16d TOE NAIL EA. V! U 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + CONT. BRACE & 10d Z�' ATTACH TOP PLATE TO 3" 4"�' I -JOIST TO OUTSIDE + > * NAILS @ 4" O.C. TO STUDS 2/ (2) 16d TOE '$ FACE OF JOIST +8 + FLOOR SHEATHING j O ' NAILS + + 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST CL m 24" O.C. W/ (2) 12d N.T.S. W/ (2) Ya"x3" SDS LLj TOENAILS BOTTOM 3i' SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOA PLATE SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN I -JOIST U STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8" WIDE WEB 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48" O.C. p Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ (n TOENAILS BOTTOM 10d NAILS @ 4" O.C.3 U_ W O.C. NOTE: p n (NOTCHED @ 2x6 N a �. (2) SIMPSON LSTA24 VERTICAL LOCATIONS). FLUSHSTIFFER TO BE z 0 z �i M E STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH w/ OUTSIDE OF � a � T STUD) EVERY 48" O.C. PLYWOOD FLOORING BOTTOM CHORD Q N Z c—� j r TO ALLOW VERTICAL U _ O F 9 g m FLOOR BEAM CONDITION TO SLIDE DOWN TO N z FLOOR BEAM SEE FACE OF I -JOIST W J PLAN 2x6 VERTICAL AND H Q (n G x p ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & Q W O Q � � � W E ,� @ ANY OPENING — W Ux TO I -JOIST W/ (3) Ya x 3 W Q v3 a SDS WOOD SCREWS WLJJ Z a 1 EQUALLY 2" I -JOIST SEE PLAN Q J Z O cci SPACED/CENTERED IN ❑ F- W Q -JOIST TO OUTSIDE (ST02 SECTION HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR O N.T.S. FLOOR BEAM CONN. scALE:3/4„=1,_0.. Q W 3/ 2x4 CONT. TOP PLATE UJI �....�. SEE ARCH PLAN 2x4 CONT. TOP PLATE (ATTACH TOP PLATE MAX. 4'-0” ABOVE FLOOR ATTACH TOP PLATE TO TO STUDS W/ (2) 16d g STUDS W/ (2) 16d TOE 3 1/2 TOE NAILS O X X NAILS Z 2x4 #2 SPF STUDS @ 2x4 #2 SPF STUDS Q 2x4 SILL PLATE W/ (2) @ 24" O.C. W/ (2) 12d O 10d NAILS @ 4" O.C. 2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE ❑ VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS z V NAILS BELOW (OTHERWISE Z NOTCH SILL AND I IOIL SEE ARCH PLAN ATTACH W/2 12d W PLYWOOD FLOORING MAX. 4'-0" ABOVE FLOOR TOENAILS @BOTTOM) D O N TO ALLOW VERTICAL p V_ TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X Z Q H 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ {2) z L -BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. U) W ATTACH 2x6 VERTICAL TO CONT. BRACE & 10d 0 W @ANY OPENING TR W/ D WOOD ACCOMMODATE 2x NAILS 4" O.C. TO ~ co O J USS (3) Ya x 3 SDS 00 @ W SCREWS EQUALLY 2x4 SILL PLATE W/ (2) 'S NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING O SPACED/CENTERED IN TRUSS PLYWOOD FLOORING (NOTCHED @ 2x6 --_ ~ W DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL . ATTACH 2x4 TO TRUSS LOCATIONS ❑ C�C' 0 N.T.S. ) Z C W w TO SLIDE DOWN TO W/ (2) Ya x3 SDS O FACE OF TRUSS SCREWS EQUALLY W m= Z SPACED & CENTERED W I-- 0 2x4 #2 SPF STUDS 2x6 VERTICAL AND ❑ V J V W ,_ „ @ 24" O.C. ATTACH 2x6 VERTICAL IN TRUSS 2x6 VERTICAL @ 6 0 3 Ya'` " 1 -BRACE @ 6'-0" U) L1J >_ Z 0 TO TRUSS W/ O x 3O.C. & — O.C. MIN. AND @ ANY @ ANY OPENING 8" WIDE WEB Uj 0 < < :COPENING W/IN SDS WOOD SCREWS STIFFENER @ 48 O.C. HANDRAILEQUALLY (@ EA. BRACE) W/ (2) NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN ROWS OF 10d NAILS @ FOR VERTICAL TRUSS TO OUTSIDE KNEEWALL CL FACE OF TRUSS 3 O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF Q DRAFTING: 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR BOTTOM CHORD P: NAILS @ 4" O.C. N.T.S. W STRUCT: BM QC CHECK: CC ST03 SECTION HANDRAIL W/ W __ -- W JOB No. TM - 2150448 FLOOR TRUSSES SCALE: 3/4" = 1'-O" WILD/�G = SCALE. AS INDICATED SECTION X -X SANFORD ~ DATE: 04/27/15 *15 18 15ST1 Iication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. PARTY WALL OR UUN I KAU i UK i U ELEVATOR WALL SEE CONSTRUCT PANELS PLAN TO SLIDE INTO THE ELEVATOR SHAFT THRU DOOR OPENING, E MIN. 7/16" SHEATHING 1 3 2 WIDTHS MAY VARY. � W/ 8d RING SHANK PANELS 1 AND 2 TO BE C NAILS @ 6" O.C. ON INSTALLED AND o EDGE AND 12" O.C. IN SHIFTED OUT TO C FIELD ALLOW FOR PANEL 3 L ATTACH PLATFORM TO (WHICH IS LONGER) TO C BE INSTALLED LAST LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. PLATFORM LAYOUT AND WILL AID LOCKING S EVERYTHING C TOGETHER. - FLOOR SY M MID SPAN BLOCKING < W/ (2) 12d TOENAILS 2X6 #2 SPF CONT. C LEDGER W/ (2) 1/4" X C 3-1/2" SDS SCREWS @ 0 2X6 #2 SPF RIM BOARD c RIMBOARD 16 O.C. MAX INTO W/ (3) 16d NAILS INTO STUDS OR FLOOR WJOISTS J 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH o H 12" O.C. W/ (3) 16d END END UNDER W U_ NAILS FROM RIM JOIST PLATFORM a O TO JOISTS W/ 2X6 MID SPAN BLOCKING w 2X6 #2 SPF @ 12" O.C. O 011 LLJ o MAX 6'-0 SEE PLAN FOR �t R ADDITIONAL BEARING ` � «, `,� ,, ,,,.,- — o WALL INFORMATIONMAxs'-o° ~ tL ®®C��• Q z rST04 ELEVATOR TEMP. FLOOR, SCALE: 3/4" =1'-0" MIN 7116° FLOOR PLATFORM DETAIL � SHEATHING p~""�; Q 0 2x4 CONT. TOP PLATE ,�� !iy l�,p + O®17�` .,. LLLL -3 ATTACH TOP PLATE TO •• `ems 'S 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE 311 II J1 2x4 CONT, TOP PLATE 24" O.C. SEE ARCH PLAN I 1 NAILS z W MAX. 4'-0" ABOVE FLOOR I (ATTACH TOP PLATE� 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d d x x 24" O.C. W/ (2) 12d TOE NAILS 2 2x6 VERTICAL @ 6'-0" TOENAILS BOTTOM 0 NOTCH SILL PLATE � O.C. MIN. AND @ ANY 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS bra FOR VERTICAL „ NOTCH SILL AND @ ❑ ( OPENING. W/IN 10d NAILS @ 4 O.C. PLYWOOD FLOORING 24 O.C. EVERY OTHER Q HANDRAIL KNEFWALL NOTCHED 2x6 N @ TO ALLOW VERTICAL STUD TO BE M4 2x L -BRACE W/ 12d VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST; NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE w' ` .` 0 ACCOMMODATE 2x ATTACH W/ (2) 12d a,.. a ' l"0 ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) 2x6 VERTICAL AND TO I -JOIST W/ (3) Y4" x 3" (, L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) C} ,� SECTION X -X @ ANY OPENING EQUALLY16d TOE NAIL EA. V! U 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + CONT. BRACE & 10d Z�' ATTACH TOP PLATE TO 3" 4"�' I -JOIST TO OUTSIDE + > * NAILS @ 4" O.C. TO STUDS 2/ (2) 16d TOE '$ FACE OF JOIST +8 + FLOOR SHEATHING j O ' NAILS + + 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST CL m 24" O.C. W/ (2) 12d N.T.S. W/ (2) Ya"x3" SDS LLj TOENAILS BOTTOM 3i' SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOA PLATE SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN I -JOIST U STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8" WIDE WEB 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48" O.C. p Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ (n TOENAILS BOTTOM 10d NAILS @ 4" O.C.3 U_ W O.C. NOTE: p n (NOTCHED @ 2x6 N a �. (2) SIMPSON LSTA24 VERTICAL LOCATIONS). FLUSHSTIFFER TO BE z 0 z �i M E STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH w/ OUTSIDE OF � a � T STUD) EVERY 48" O.C. PLYWOOD FLOORING BOTTOM CHORD Q N Z c—� j r TO ALLOW VERTICAL U _ O F 9 g m FLOOR BEAM CONDITION TO SLIDE DOWN TO N z FLOOR BEAM SEE FACE OF I -JOIST W J PLAN 2x6 VERTICAL AND H Q (n G x p ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & Q W O Q � � � W E ,� @ ANY OPENING — W Ux TO I -JOIST W/ (3) Ya x 3 W Q v3 a SDS WOOD SCREWS WLJJ Z a 1 EQUALLY 2" I -JOIST SEE PLAN Q J Z O cci SPACED/CENTERED IN ❑ F- W Q -JOIST TO OUTSIDE (ST02 SECTION HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR O N.T.S. FLOOR BEAM CONN. scALE:3/4„=1,_0.. Q W 3/ 2x4 CONT. TOP PLATE UJI �....�. SEE ARCH PLAN 2x4 CONT. TOP PLATE (ATTACH TOP PLATE MAX. 4'-0” ABOVE FLOOR ATTACH TOP PLATE TO TO STUDS W/ (2) 16d g STUDS W/ (2) 16d TOE 3 1/2 TOE NAILS O X X NAILS Z 2x4 #2 SPF STUDS @ 2x4 #2 SPF STUDS Q 2x4 SILL PLATE W/ (2) @ 24" O.C. W/ (2) 12d O 10d NAILS @ 4" O.C. 2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE ❑ VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS z V NAILS BELOW (OTHERWISE Z NOTCH SILL AND I IOIL SEE ARCH PLAN ATTACH W/2 12d W PLYWOOD FLOORING MAX. 4'-0" ABOVE FLOOR TOENAILS @BOTTOM) D O N TO ALLOW VERTICAL p V_ TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X Z Q H 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ {2) z L -BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. U) W ATTACH 2x6 VERTICAL TO CONT. BRACE & 10d 0 W @ANY OPENING TR W/ D WOOD ACCOMMODATE 2x NAILS 4" O.C. TO ~ co O J USS (3) Ya x 3 SDS 00 @ W SCREWS EQUALLY 2x4 SILL PLATE W/ (2) 'S NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING O SPACED/CENTERED IN TRUSS PLYWOOD FLOORING (NOTCHED @ 2x6 --_ ~ W DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL . ATTACH 2x4 TO TRUSS LOCATIONS ❑ C�C' 0 N.T.S. ) Z C W w TO SLIDE DOWN TO W/ (2) Ya x3 SDS O FACE OF TRUSS SCREWS EQUALLY W m= Z SPACED & CENTERED W I-- 0 2x4 #2 SPF STUDS 2x6 VERTICAL AND ❑ V J V W ,_ „ @ 24" O.C. ATTACH 2x6 VERTICAL IN TRUSS 2x6 VERTICAL @ 6 0 3 Ya'` " 1 -BRACE @ 6'-0" U) L1J >_ Z 0 TO TRUSS W/ O x 3O.C. & — O.C. MIN. AND @ ANY @ ANY OPENING 8" WIDE WEB Uj 0 < < :COPENING W/IN SDS WOOD SCREWS STIFFENER @ 48 O.C. HANDRAILEQUALLY (@ EA. BRACE) W/ (2) NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN ROWS OF 10d NAILS @ FOR VERTICAL TRUSS TO OUTSIDE KNEEWALL CL FACE OF TRUSS 3 O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF Q DRAFTING: 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR BOTTOM CHORD P: NAILS @ 4" O.C. N.T.S. W STRUCT: BM QC CHECK: CC ST03 SECTION HANDRAIL W/ W __ -- W JOB No. TM - 2150448 FLOOR TRUSSES SCALE: 3/4" = 1'-O" WILD/�G = SCALE. AS INDICATED SECTION X -X SANFORD ~ DATE: 04/27/15 *15 18 15ST1 Iication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. WORD COPY 5 1 8 1 5