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HomeMy WebLinkAbout111 Big Spring Ter 15-824 New Construction SFHTHORNBROOKE 40'S COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, KNEE WALL AT 5TAIR5, ALUMINUM OVER 2x6 SUB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, GAS DROP AT RANGE/COOKTOP, GA5 DROP AT DRYER, 150 AMP SERVICE/PANEL BOX, REGE55ED GAN LIGHTING AT KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-S DOORS THROUGHOUT, PAINTED KNEE WALLS, 30" UPPERS AT KITCHEN, GA5 RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. RECORD COPY REVIEWED FOR COPE COMPLIANCE PLANS EXAMINER DATE ANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS W PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE (COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection D�NFR 15 52 4 LOT 39 - THORNB MANCHESTER - 2 GARAGE RIGHT TAYLOR MORRIS REDRAW NOTES PLAN REVISIONS 01=19-15 CREATED LOT 5PEGIFIG PLAN FOR LOT 39 IN j 0312-15 COMPLETED REVISION TO INCLUDE: THORNBROOKE 40'5, ELEVATION "C'' GARAGE RIGHT W/ PLAN ONIONS iNCLUDIN(,i: (2) A REMOVED ALL G45 REFERENGE5 FROM OUTLETS INTERIOR NON WET AREA, FLOOD PLANS, COMMUNITY TO BE ELECTRIC. LIGHTS PRE -WIRE, FRONT DOOR (�L.455 1N5ERT, SINK IN BAfiH 3, CALIFORNIA COUN'ERTOP; ADDED GFI OUTLET AT ELECTRICAL METER EXTENDED LANAI, (S) RECE55ED CANS LLC PI5 I FOR T.U.G. AND SPRAY MAaONRY ,FOAM IN5,U 00N. GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE ' OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. ROOKE 40 S CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 5EIPARATED 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 38 ELEVE C SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. J EXTERIOR FINISHES: THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND A5TM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE R103/o.2 AND A5TM C 1063. PROVIDE BOND BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103b 3 5TUCCO CONTROL JOINTS: 5TUCG0 CONTROL JOINT5 TO BE INSTALLED PER A5TM G 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALL5 TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATION5. D16TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I, A CONTROL JOINT 5HALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE ON DIRECTION, AND WHERE EXFIAN510N JOINT OGGUR5 IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAME5 5HALL BE CONSIDERED A5 CONTROL JOINT5. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 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. FLASHING: 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS 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 SURFACE OF THE DRAWING INDEX EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE516TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8), WINDOW IN5TALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION COV - GENERAL NOTES, INDEX, SPECIFICATIONS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: 1 — SLAB INTERFACE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA 5HALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE 2A1 — MAINFLOOR PLAN NOTES (5.C.) OR HONEYCOMB GORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. - FLOOD ON L D � E REQUIREMENTS: 2A2— MAIN P1 Or)R D1 AM D I M E N S I O N S PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION oer�aa u u tli�e� 2 B 1 UPPER. FLOOR P LAN NOTES ASPHALT SHINGLES (IF APPLICABLE) : �,,�� �,,f�•,,r w I. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND R9052:6.1.,®••®®•'••®®®••v'!� 2 B 2 UPPER FLOOR P' /` N DIMENSIONS 2. ASPHALT SHINGLES SHALL ONLY BE L!5kD ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES ®®• •�,®t�Z �../� 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 11, 45TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCIvemkCTION R9052.1 • �S .J► 2C INTERIOR ELEVATIONS STAIR SECTION DETAILS °moo `4,CC / / CHIMNEY HEIGHT REQUIREMENT'S: ��.•• � g � _j 3 C 1 FRONT ELEVATION "C" PARTIAL FLOOR PLANS WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE It � '� �%� ••°�S� • / EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 15 104AWAY OR CLOSER. 3C2 SIDE AND REAR ELEVATIONS ROOF PLAN l�illla°``� I ' / TUB AND SHOWER AREAS: 30 - B V I LLj'"�.�' I N G S E�I O N S FLASHING D GEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, G1325, OR GII18 AND INSTALLED ETAI LS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN 4A -MAIN FLOOR ELECTRICAL PLAN SHOWER AREAS. 0 TERMITE PROTECTION: 4B - UPPER FLOOR ELECTRICAL PLAN I. PENETRATION. PROTECTIVE 5LEEVE5 AF OUND PIPING PENETRATING CONCRETE 5LA15-ON-GRAPE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING 0 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, ry AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS 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, 0 OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ,ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR IN5PECTIONI, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR Ire REPLACED, A LEVEL WORKING SPAGE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO SERVICE AN APPLIANCE: 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF 0 A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ' ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3, EXHAUST FANS AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15GHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. M 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS 1N51DE THE BUILDING. 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 >m 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 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, 5HALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE6515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO !WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE FORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATE[) B005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH ���mrrurnrr AMCA STANDARD 5501N FBC. 0• ATTENTION GENERAL CONTRACTOR/ BUILDER: 2138 ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORREG?ION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED 514ALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 02-28.14 i X ctl M. DAVIS BEWS C U to *o DESIGN GROVP OJ 150 STATE STREET EAST OUXMA L, FLORIDA 39677 813.92.5.1300 TEL !A m do N n 2NmM TAMPA • DENVER. a EST. 1994 rr N , ,= 6 >'SJM Lm Lm 0yll 0 0 rom IS *0 � J V O 0i 0 c =±' co ' Ote *+ zro oer�aa u u tli�e� 2 B 1 UPPER. FLOOR P LAN NOTES ASPHALT SHINGLES (IF APPLICABLE) : �,,�� �,,f�•,,r w I. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND R9052:6.1.,®••®®•'••®®®••v'!� 2 B 2 UPPER FLOOR P' /` N DIMENSIONS 2. ASPHALT SHINGLES SHALL ONLY BE L!5kD ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES ®®• •�,®t�Z �../� 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 11, 45TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCIvemkCTION R9052.1 • �S .J► 2C INTERIOR ELEVATIONS STAIR SECTION DETAILS °moo `4,CC / / CHIMNEY HEIGHT REQUIREMENT'S: ��.•• � g � _j 3 C 1 FRONT ELEVATION "C" PARTIAL FLOOR PLANS WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE It � '� �%� ••°�S� • / EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 15 104AWAY OR CLOSER. 3C2 SIDE AND REAR ELEVATIONS ROOF PLAN l�illla°``� I ' / TUB AND SHOWER AREAS: 30 - B V I LLj'"�.�' I N G S E�I O N S FLASHING D GEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, G1325, OR GII18 AND INSTALLED ETAI LS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN 4A -MAIN FLOOR ELECTRICAL PLAN SHOWER AREAS. 0 TERMITE PROTECTION: 4B - UPPER FLOOR ELECTRICAL PLAN I. PENETRATION. PROTECTIVE 5LEEVE5 AF OUND PIPING PENETRATING CONCRETE 5LA15-ON-GRAPE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING 0 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, ry AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS 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, 0 OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ,ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR IN5PECTIONI, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR Ire REPLACED, A LEVEL WORKING SPAGE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO SERVICE AN APPLIANCE: 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF 0 A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ' ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3, EXHAUST FANS AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15GHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. M 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS 1N51DE THE BUILDING. 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 >m 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 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, 5HALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE6515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO !WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE FORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATE[) B005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH ���mrrurnrr AMCA STANDARD 5501N FBC. 0• ATTENTION GENERAL CONTRACTOR/ BUILDER: 2138 ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORREG?ION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED 514ALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 02-28.14 Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMA L, FLORIDA 39677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. a EST. 1994 oer�aa u u tli�e� 2 B 1 UPPER. FLOOR P LAN NOTES ASPHALT SHINGLES (IF APPLICABLE) : �,,�� �,,f�•,,r w I. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND R9052:6.1.,®••®®•'••®®®••v'!� 2 B 2 UPPER FLOOR P' /` N DIMENSIONS 2. ASPHALT SHINGLES SHALL ONLY BE L!5kD ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES ®®• •�,®t�Z �../� 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 11, 45TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCIvemkCTION R9052.1 • �S .J► 2C INTERIOR ELEVATIONS STAIR SECTION DETAILS °moo `4,CC / / CHIMNEY HEIGHT REQUIREMENT'S: ��.•• � g � _j 3 C 1 FRONT ELEVATION "C" PARTIAL FLOOR PLANS WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE It � '� �%� ••°�S� • / EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 15 104AWAY OR CLOSER. 3C2 SIDE AND REAR ELEVATIONS ROOF PLAN l�illla°``� I ' / TUB AND SHOWER AREAS: 30 - B V I LLj'"�.�' I N G S E�I O N S FLASHING D GEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, G1325, OR GII18 AND INSTALLED ETAI LS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN 4A -MAIN FLOOR ELECTRICAL PLAN SHOWER AREAS. 0 TERMITE PROTECTION: 4B - UPPER FLOOR ELECTRICAL PLAN I. PENETRATION. PROTECTIVE 5LEEVE5 AF OUND PIPING PENETRATING CONCRETE 5LA15-ON-GRAPE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING 0 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, ry AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS 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, 0 OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ,ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR IN5PECTIONI, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR Ire REPLACED, A LEVEL WORKING SPAGE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO SERVICE AN APPLIANCE: 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF 0 A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ' ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3, EXHAUST FANS AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15GHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. M 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS 1N51DE THE BUILDING. 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 >m 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 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, 5HALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE6515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO !WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE FORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATE[) B005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH ���mrrurnrr AMCA STANDARD 5501N FBC. 0• ATTENTION GENERAL CONTRACTOR/ BUILDER: 2138 ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORREG?ION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED 514ALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 02-28.14 NOTE: PROVIDE G45 DROPS IIF REQUIRED) FOR ALL GA5 APPLIANCES. (VERIFY LOCATION OF ALL G45 4PPLIANCE5 ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) 1/A' /All J ^ • JOB NUMBER 25002.041 x m LOT J9 ISSUED C U �0 OJ -12-15 0 J h� N, .0N low 0 d� • 00 ro= ti � J � O _0�C0 i ILt0O O (Np O Z J ^ • JOB NUMBER 25002.041 CAD FILE NAME LOT J9 ISSUED 01-19-15 REVISED OJ -12-15 ®.••• ®.� LL • �,.. Cr �i/►rirl1eee�� N, n z 0V F=mq ne, C) 0)0 HIGH EFFICIENCY ENEMY PACKAGE OPTION TO INCLUIX: OPEN CELL SPRAY FOAM - ON ALL EXTERIOR WOOp 455EMBLIE5 (WALLS ANE) COMPACTION TEST ROOF) THAT ARE ABUTTING AIR CONEATIONED SPACE, CORE (FILL FOAM - IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONpITIONEp REQUIRED SPACE, ANp MECHANICAL VENTILATION FRESH AIR MAKE-UP. Results to be Verified at Slab Inspection SLAB INTERFACE PLAN GARAGE zRIGHT 21381 DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLDM4W FLORIDA 39677 813. 925 .1300 TEL 813.925.1800 FAX V VW.DAVISBEWS.COM TAMPA • DELIVER. EST. 1994 (F ®.••• ®.� LL • �,.. Cr �i/►rirl1eee�� N, n z 0V F=mq ne, C) 0)0 HIGH EFFICIENCY ENEMY PACKAGE OPTION TO INCLUIX: OPEN CELL SPRAY FOAM - ON ALL EXTERIOR WOOp 455EMBLIE5 (WALLS ANE) COMPACTION TEST ROOF) THAT ARE ABUTTING AIR CONEATIONED SPACE, CORE (FILL FOAM - IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONpITIONEp REQUIRED SPACE, ANp MECHANICAL VENTILATION FRESH AIR MAKE-UP. Results to be Verified at Slab Inspection SLAB INTERFACE PLAN GARAGE zRIGHT 21381 i T.O.M. Q BOTTOM OF LINTEL TDM. 9'-4" AT V-0" AFF, g. 4.. AFF, AFF. 3' 0"x3 0" A/C G.C. VERIFY ACRYLIC ,31.0"x3 PAD (SEE MEGI. ON LANAI ICONTRACTOR I I BOTTOM OF LINTEL BOTTOM OF LINTEL FOR LOC.) I AT 84" AFF, LANAI AT 6.0" AFF, I REFER TO SHEET 2A2 L — — — 16'-0"x81-0" I FOR MAIN FLOOR I 9'-4" PLT. HT. PLAN DIMENSIONS 3 - 26 5H. T,O.M HD. AT 84" I g 4 * EGRE55 8-0x8-0 TEMP, S.G.D. 2-8x6.8 9'-4" 2 STORY CLG. CLG. HB. 2 -STORY VOLUME � MASTER SUITE 13'-10"x12'-10" FAMILY ROOM 9'-4" FLAT CLG. 14'-6"x16'-0" 2 -STORY VOLUME FLAT HEADER AT V-0" � o M.C. w 2 8x6 8 co U c7 M. BATH � z o� d BFD u v / GLG, 4 c� I W'C' r I DINING ROOM TILE I 1 14'-6"x10'-0" TEMP. GL. ENOL. SHOWER OPENING ON 42" H. LOW WALL TO UNDER I 9'-4" FLAT CLG. 0 STAIRS N 18" N. TILE I STAIR DATA: SEAT IS R15ER6 AT x — — DRYER 136" EACH KNEE [36" H HANSEN ---` 1 SH. � F �j VENT - — 10.00 TREADS11 WALL COUNTERTOP BOX OPT- —I I oPT- — R/5 LWASHER J LDRYER J o x 42" N. o LOWWALL /�-------r-- UTIL AIR NANDLER 9'-4" LINES FROM OO FLAT CLG./UPPER FLOOR v // I \ 10, 2 8x6 8 _ --- — — SINK I o s, n T \ I Off' W/ DISP 0 ca > Zn 0 2-8x6-8 GLG. / ARCH ONTO SMS" KITCHEN L" � PWDR \ 9'-4" FLAT CLG. CL:_ �14/� off\fir CLG D / CLG. C,� / c \ I o G.C. VERIFY GLA55 � INSERT FOR FRONT a m�� DOOR, O.H.C. 5 5H, FLUSH FRAME TEXTURED FOAM -!J I TO FURRING �� INSULATE r— — BANDING (TYP.) I ��� WALL5 INSULATE W.H. (5EE ELEVATION) ( ZINSULATE WALLS ABV. 7 LINE OF SECOND 5O GAL. W.N. i FLOOR ABV. _\ FLATHEADER��— AT 8'-0" AFF. ENTRY I 9'-4" PLT. HT. � 54"x22" ATTIC ACCE55 AFF. NOTE: ALL INTERIOR GARAGE HATCHING LEGEND INSULATE WALL CAD FILE NAME TYPICAL MASONRY x 0 01-19-15 WINDOW SCHEDULE rl Lo J 00 --_= a EST. 1994 WINDOW WIDTHS FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART FLAT HEADER 21011 2111 3111 5311 20'-0"x20'-0" MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE L ''=_jM WINDOW CALL -OUTS 2 To ro '2 J V ,o ~ 0 0 "o 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 9'-4" PLT. HT. 0 c0 5UGH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE (D 26" 12 5H 1/2 32 5H 22 5H 32 5H Lu LEDGE5TONE Z0 20 WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 LINE OF = 3911 0 13 5H 1/2 33 5H 23 5H 33 5H J LEDGE5TONE r—�-------------------� 0 0 5111 14 5H 1/2 34 5H 24 5H 34 5H I I a SPRAY FOAM - ON ALL EXTERIOR WOOD A55EMBLIE5 (WALL5 AND ~ Z 15 5H 1/2 35 5H 25 5H 35 5H � z mss' IN ALL BLOCK WALL CAVITIE5 THAT ARE ABUTTING AIR CONDITIONED 1211 SPACE, AND MECHANICAL VENTILATION FRESH AIR MAKE-UP, 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, Lu Lu WINDOW 51TE5 AND IN5TALLATION MAY VARY PER MANUFACTURE 5PFCIFICATION5. 0 4 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW USED (51NGLE HUNG -51-1, CA5EMFNT- C5MT, OR FIXED GLA55- F.G.) HATCHING LEGEND INSULATE WALL CAD FILE NAME LOT 39 x 0 01-19-15 ANGLED WALLS rl Lo J 00 --_= a EST. 1994 FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART FLAT HEADER ViON0cco OF THE CLEAR OPENING OF THE WINDOW SHALL BE A ARE AT 45° IU.N.OJ 20'-0"x20'-0" MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE L ''=_jM LINE OF AT 8'-0" AFF. To ro '2 J V ,o ~ 0 0 "o 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 9'-4" PLT. HT. 0 c0 5UGH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE DRYSTACK r 0++m o 6. (1) WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,>= LEDGE5TONE Z0 20 WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 LINE OF RESIDENTIAL CODE 8612.3 0 DRYSTACK LINE OF GARAGE DOOR IN OPEN POSITION LEDGE5TONE r—�-------------------� 0 HIGH EFFICIENCY ENERGY PACKAGE OPTION TO INCLUDE: OPEN CELL I I a SPRAY FOAM - ON ALL EXTERIOR WOOD A55EMBLIE5 (WALL5 AND ~ ROOF) THAT ARE ABUTTING AIR CONDITIONED SPACE, CORE FILL FOAM IN ALL BLOCK WALL CAVITIE5 THAT ARE ABUTTING AIR CONDITIONED SPACE, AND MECHANICAL VENTILATION FRESH AIR MAKE-UP, i o H.B. REFER TO 5HEET 2A2 0 FOR MAIN FLOOR i 16.0x1-0 D.N. GARAGE DOOR I � PLAN DIMEN51ON5 T.01 PAVER DRIVE / LEADWALK LINE OF 9'-4" DRYSTACK AFF, LEDGE5TONE AA 3A3 HATCHING LEGEND INSULATE WALL • JOB NUMBER 25002.041• CAD FILE NAME LOT 39 x 0 01-19-15 REVISED rl Lo J 00 --_= a EST. 1994 FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART ViON0cco OF THE CLEAR OPENING OF THE WINDOW SHALL BE A d r MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE L ''=_jM o LL To ro '2 J V ,o ~ 0 0 "o 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 0 c0 5UGH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 3�E LL kv r 0++m 6. (1) WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,>= Z0 20 WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 • JOB NUMBER 25002.041• CAD FILE NAME LOT 39 ISSUED 01-19-15 REVISED 03-12-15 CLEAR OPENING HEIGHTS DAVIS02) BEWS DESIGN GROUP WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE 150 STATE STREET EAST OLDSMAk FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER --_= a EST. 1994 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE ' FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE Rb122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS,>= WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 0 MAIN FLOOR 11515.1=. UI=FER FLOOR 13815.F. • TOTAL LIVING 2138 S.F. 2138 GARAGE 4515.F. LANAI 12 8 S.F TITLE • Wil" & 0fZ3 ENTRY ae S.F. MAIN FLOOR PLAN NOTES TOTAL SQ. FT. 2aOro S.F. _ _a MAIN FLOOR PLAN NOTES SHEET SCALE; 1/4" I'-0" 2A1 GARAGE RIGHT . _ 1 c /'TiAi� REFER TO 5HEET 2AI FOR MAIN FLOOR FLAN NOTES MAIN FLO 144" x ro w I'-4" 13'-4" II.411 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C0 to too 0 J I, ryN�( 0N`, th L QII QII LANAI 811 all L L . 00 ro� 1 I 12'-0" I 1 I 5'-10" 8'-2" M.O. 41-011 Co 3�E8i I R r 0 � L � �_ fNp O 0 ZrLsGd QII I I QII V I Iv H.B. MASTER SUITE M FAMILY ROOM N 5' O" 2' 8" 1' 2" 15' 2" N _ 177= I N m M. BATH0 --- -- M cv cz 1 DINING ROOM M 1 I 6'-011 5'-4 1'-6" 1'-8" 3'-6" �. O— — —.� F r -- 1--- L-- L --j O 1 �tl r :OD KITCHEN °' o .� m c5,,, O PWDR r— 1 31 4" 2.111 6 31 9' S° ENTRY— _ T co GARAGE I— — — — ...— .--. — — — — — — — — — — �_ I 1 N � I 1 16'-0" MD. 2'-8" 2'-811 8'-811 21'-4" 30'-011 Je REFER TO 5HEET 2AI FOR MAIN FLOOR FLAN NOTES MAIN FLO JOB NUMBER 25002.041 CAD FILE NAME LOT 39 ISSUED 01-19-15 REVISED 03-12-15 x ro w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C0 to too 0 J I, ryN�( 0N`, th L >_ 5_IM L L . 00 ro� Co 3�E8i I R r 0 � L � �_ fNp O 0 ZrLsGd JOB NUMBER 25002.041 CAD FILE NAME LOT 39 ISSUED 01-19-15 REVISED 03-12-15 �O\LD//V SANFOR!3 5 824 ; R PLAN DIMENSIONS SCALE: I/4" = I' O" GARAGE RIGHT SHEETS • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F-- �O\LD//V SANFOR!3 5 824 ; R PLAN DIMENSIONS SCALE: I/4" = I' O" GARAGE RIGHT SHEETS • PROVIDE PAN AND UNDER A,� 24" H. A/C PLATFOR' a a ```,x1111111/0I®�� LL c:3 e4 ()Lu ,..� Z ®i �: ac :3 w, V J CLEAR OPENING HEIGHTS 25002.041ME TYPICAL WOOD FRAME LOT 39 K Co w WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92-5.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER 03-12-15 WINDOW WIDTHS OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE 0 20" 2411 3611 48" (n SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE WVINDOW CALL -OUTS SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE r o JM FINISHED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE R6122 0" 2011 0 00 1818 F.G. 20181=.0. 301 S F.G. 4018 F.G. w REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 3�E ��' RESIDENTIAL CODE 8612.3 L 7irN X0..1? = 24" O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J � 0 36" 63051-1 20305H, 30305H 40305H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H z 60" 3 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H 6 G.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, cn w WINDOW 51ZE5 AND INSTALLATION MAY VARY PER ~O MANUFACTURE 5PECIFICATION5. Z 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) a ```,x1111111/0I®�� LL c:3 e4 ()Lu ,..� Z ®i �: ac :3 w, V J CLEAR OPENING HEIGHTS 25002.041ME FVISED LOT 39 K Co w 01-19-15 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92-5.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER 03-12-15 LO J r0O OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE 0 J ROOM IN WHICH THE WINDOW 16 LOCATED. OPERABLE do ON�M SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE o JM FINISHED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, 00 ��L• N a��ti WHERE PROVIDED, SHALL COMPLY WITH THE 0% COO REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 3�E ��' RESIDENTIAL CODE 8612.3 L 7irN X0..1? 0) n y� T � C Z a ```,x1111111/0I®�� LL c:3 e4 ()Lu ,..� Z ®i �: ac :3 w, V J CLEAR OPENING HEIGHTS 25002.041ME FVISED LOT 39 DAVIS BEWS DESIGN GROVP 01-19-15 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92-5.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER 03-12-15 OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE a ```,x1111111/0I®�� LL c:3 e4 ()Lu ,..� Z ®i �: ac :3 w, V J CLEAR OPENING HEIGHTS DAVIS BEWS DESIGN GROVP FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92-5.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER EST. 1994 F�_— a ```,x1111111/0I®�� LL c:3 e4 ()Lu ,..� Z ®i �: ac :3 w, V J CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, ' WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 REFER TO SHEET 2B FOR UPPER FLOOR PLAN DIMENSIONS 8v\LD1/UC 13, "fro,0 D m L UPPER FLOOR PLAN NOTES. GARAGE RIGHT REFER TO 5NEET 251 FOR UPPER FLOOR PLAN NOTES 150 STATE STRXZr EAST OLDSMAR, FLORIDA 34677 813-925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER. W. 10 r >�. so ° aS Cq." .. l a Z •s��I®°°°® °°°° fie W V) ON M J �- i- 0J 2138 I ��I L.bjNG TITLE • UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT JOB NUMBER 25002.041 CAD FILE NAME LOT 39 ISSUED x N REVISED 03-12-15 Lo C U �o 0 N, 2 cm N ,= ir. 25.j C, `, ` � E . 00 roJ V cT� '� ~ o�c0 L C4 C4L : 0 ++ z V20 150 STATE STRXZr EAST OLDSMAR, FLORIDA 34677 813-925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER. W. 10 r >�. so ° aS Cq." .. l a Z •s��I®°°°® °°°° fie W V) ON M J �- i- 0J 2138 I ��I L.bjNG TITLE • UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT JOB NUMBER 25002.041 CAD FILE NAME LOT 39 ISSUED 01-19-15 REVISED 03-12-15 150 STATE STRXZr EAST OLDSMAR, FLORIDA 34677 813-925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER. W. 10 r >�. so ° aS Cq." .. l a Z •s��I®°°°® °°°° fie W V) ON M J �- i- 0J 2138 I ��I L.bjNG TITLE • UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT 1- 1i LL -1._ LLL __ STAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY A50YE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS, HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA SHIM A5 REQ'D. 1° CA51NG 2x STUDS (PER STD. PLAN) y �� BASE. CABINET 1/16 O.S.B. " �.�® �'',®°�, ®1.0 Lm BACKING N • Ll 1/2" DRYWALL' .., iu CALI. TOP SCALE: 1/2" - 14" UNDER-57AIR PROTECTION ENCLOSED ACCE651BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE R302.1 J I /�►1R JCI. 1 1VIV SCALE: 1/4" - I' -m" ��)1LE)/NC SAW - D #15824 PLAN DETAILS SCALE: 1/4" - I'-0" GARAGE RIGHT J08NUMBER 25002.041 x m LOT 39 ISSUED REVISED C U 60 ,AdoN Y/ ON�� 6 66 ��'�. 00 Oc aJ,0N o�Co �Eirod, LL r =* 04 \0° ro +� zr2' 2x STUDS (PER STD. PLAN) y �� BASE. CABINET 1/16 O.S.B. " �.�® �'',®°�, ®1.0 Lm BACKING N • Ll 1/2" DRYWALL' .., iu CALI. TOP SCALE: 1/2" - 14" UNDER-57AIR PROTECTION ENCLOSED ACCE651BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE R302.1 J I /�►1R JCI. 1 1VIV SCALE: 1/4" - I' -m" ��)1LE)/NC SAW - D #15824 PLAN DETAILS SCALE: 1/4" - I'-0" GARAGE RIGHT J08NUMBER 25002.041 CAD FILE NAME LOT 39 ISSUED REVISED 01-19-15 03-12-15 2x STUDS (PER STD. PLAN) y �� BASE. CABINET 1/16 O.S.B. " �.�® �'',®°�, ®1.0 Lm BACKING N • Ll 1/2" DRYWALL' .., iu CALI. TOP SCALE: 1/2" - 14" UNDER-57AIR PROTECTION ENCLOSED ACCE651BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE R302.1 J I /�►1R JCI. 1 1VIV SCALE: 1/4" - I' -m" ��)1LE)/NC SAW - D #15824 PLAN DETAILS SCALE: 1/4" - I'-0" GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVLSBEWS.COM TAMPA • DENVER EST. 1994 2x STUDS (PER STD. PLAN) y �� BASE. CABINET 1/16 O.S.B. " �.�® �'',®°�, ®1.0 Lm BACKING N • Ll 1/2" DRYWALL' .., iu CALI. TOP SCALE: 1/2" - 14" UNDER-57AIR PROTECTION ENCLOSED ACCE651BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE R302.1 J I /�►1R JCI. 1 1VIV SCALE: 1/4" - I' -m" ��)1LE)/NC SAW - D #15824 PLAN DETAILS SCALE: 1/4" - I'-0" GARAGE RIGHT 11/2" THICK 5ANp FIN15H KEY5TONE IIF APPLICABLE) RA15ED 5ANp FIN15H TEXTURED BANDING = NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 LL - ac u, OF ALL RA15ED TEXTURED FIN15H BANDING a AND 5ANp FINI5HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 IS TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT z THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND FTHICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" �c CLEAR OPENING HEIGHi5 IN [)WELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCH'E5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HIED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER. 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RE5IDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEvICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.iC, 2010 RE5IDENTIAL CODE 86123 0 6" BAND /SHINGLE 12 ROOF Q6 SHINGLE ROOF 12 6 G.C. VERIFY ALUMINUM OVER 24 5UB-FA6CIA cm ®OX Lu pry® ^moi �.• .,,, • `, � d I' PLT. HT. P L PLT. Hr. /111111111�� , 1'-4" W. x 5-0" H 5TU000 STUCCO 4" BANpING DECORATIVE FINISH FIN15H —} (TYPJ FIXED SHUTTERS 7 DECORATIVE On 5HINGLEL° FIXED SHUTTERS * ROOF 12 � Q 6 4" BANDING � (TYP) M 5HINGLEW 5ECOND FF. LINE— ROOF 6� _ 5ECOND FF. LINE 4�� BANDING T.oM, r.orl. �•� DECOAATIVE CORBEL 2' 0" W. x 2' 6" N. SET BOTT. OF (5EE DETAIL) (TYPJ DECORATIVE BAND AT T.O.M. 8" BANDING FIXED SHUTTER5 8" BANDING 6 BANDING DECORATIVE CORBEL (5EE DETAIL) (TYP.) TEXTURED FOAM E El El El 17117 ❑ ❑ TEXTURE[) BANDING (TYP.) _ _ - FINISH �;- (5EE DETAIL) 6" BANDING <, E El El El El 1-1 E I DRYSTAGK T- DRYSTAGK LEDGE5TONE ❑ ❑ ❑ ❑ ❑ :9 0_ - ITYp STONE (TYR) - - TEMP. _ _�, _ MAIN FF. LINE — — —T7F7T — -7— - — MAIN FF. LINE © COPYRIGHT 2014, TAYLOR MORR15ON 4" BANDING GRADE LINE G.G. VERIFY GLA55 (ASSUMED) � IN5ERT FOR FRONT DOOR, FRONT ELEVATION ..r II � II ...�.. • TI TLE • V,v�LD�NC FRONT ELEVATION DETAILS SANF0RD _ 824 �f r SHEET • ELEVATION ficif GARAGE RIGHT • x DAVIS BEWS DESIGN GPOVP C rtoo J N OOT do N 0N0M r - >r cm ` LL 00 M=Th O C0 i L w6 N �c_� o�l�r; Z�,I _--� EST. 1994a cm ®OX Lu pry® ^moi �.• .,,, • `, � d I' PLT. HT. P L PLT. Hr. /111111111�� , 1'-4" W. x 5-0" H 5TU000 STUCCO 4" BANpING DECORATIVE FINISH FIN15H —} (TYPJ FIXED SHUTTERS 7 DECORATIVE On 5HINGLEL° FIXED SHUTTERS * ROOF 12 � Q 6 4" BANDING � (TYP) M 5HINGLEW 5ECOND FF. LINE— ROOF 6� _ 5ECOND FF. LINE 4�� BANDING T.oM, r.orl. �•� DECOAATIVE CORBEL 2' 0" W. x 2' 6" N. SET BOTT. OF (5EE DETAIL) (TYPJ DECORATIVE BAND AT T.O.M. 8" BANDING FIXED SHUTTER5 8" BANDING 6 BANDING DECORATIVE CORBEL (5EE DETAIL) (TYP.) TEXTURED FOAM E El El El 17117 ❑ ❑ TEXTURE[) BANDING (TYP.) _ _ - FINISH �;- (5EE DETAIL) 6" BANDING <, E El El El El 1-1 E I DRYSTAGK T- DRYSTAGK LEDGE5TONE ❑ ❑ ❑ ❑ ❑ :9 0_ - ITYp STONE (TYR) - - TEMP. _ _�, _ MAIN FF. LINE — — —T7F7T — -7— - — MAIN FF. LINE © COPYRIGHT 2014, TAYLOR MORR15ON 4" BANDING GRADE LINE G.G. VERIFY GLA55 (ASSUMED) � IN5ERT FOR FRONT DOOR, FRONT ELEVATION ..r II � II ...�.. • TI TLE • V,v�LD�NC FRONT ELEVATION DETAILS SANF0RD _ 824 �f r SHEET • ELEVATION ficif GARAGE RIGHT • DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAViSBEWS.00M TAMPA • DENVER _--� EST. 1994a cm ®OX Lu pry® ^moi �.• .,,, • `, � d I' PLT. HT. P L PLT. Hr. /111111111�� , 1'-4" W. x 5-0" H 5TU000 STUCCO 4" BANpING DECORATIVE FINISH FIN15H —} (TYPJ FIXED SHUTTERS 7 DECORATIVE On 5HINGLEL° FIXED SHUTTERS * ROOF 12 � Q 6 4" BANDING � (TYP) M 5HINGLEW 5ECOND FF. LINE— ROOF 6� _ 5ECOND FF. LINE 4�� BANDING T.oM, r.orl. �•� DECOAATIVE CORBEL 2' 0" W. x 2' 6" N. SET BOTT. OF (5EE DETAIL) (TYPJ DECORATIVE BAND AT T.O.M. 8" BANDING FIXED SHUTTER5 8" BANDING 6 BANDING DECORATIVE CORBEL (5EE DETAIL) (TYP.) TEXTURED FOAM E El El El 17117 ❑ ❑ TEXTURE[) BANDING (TYP.) _ _ - FINISH �;- (5EE DETAIL) 6" BANDING <, E El El El El 1-1 E I DRYSTAGK T- DRYSTAGK LEDGE5TONE ❑ ❑ ❑ ❑ ❑ :9 0_ - ITYp STONE (TYR) - - TEMP. _ _�, _ MAIN FF. LINE — — —T7F7T — -7— - — MAIN FF. LINE © COPYRIGHT 2014, TAYLOR MORR15ON 4" BANDING GRADE LINE G.G. VERIFY GLA55 (ASSUMED) � IN5ERT FOR FRONT DOOR, FRONT ELEVATION ..r II � II ...�.. • TI TLE • V,v�LD�NC FRONT ELEVATION DETAILS SANF0RD _ 824 �f r SHEET • ELEVATION ficif GARAGE RIGHT • UPPER ROOF VENT REQUIREMENTS G.G. VERIFY THAT 305.68 50. IN, OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTIY OF ROOF VENT5 REQUIRED, PER MANUFACTURER'5 5PECIFICATION5 OF NET FREE AREA PER VENT. LANAI ROOF i I VENT REQUIREMENTS • • I G.G. VERIFY THAT 30.12 5Q, IN, KEYSTONE 1 OF VENTILATION THROUGH UPPER N .� Q 2/3 OF ROOF 15 ACQUIRED. 6:12 ' — SAND FINISH VERIFY QUANTIY OF ROOF VENT5 y� TEXTURED BANDING ------------------ - NOTE: REQUIRED, PER MANUFACTURER'5 T45 DETAIL SHOWS THE TYPICAL THICKNE55 LL v, OF ALL RA15ED TEXTURED FINISH BANDING 5PECIFICATION5 OF NET FREE AND SAND FINI5HED KEY5TONE5 (WHERE I = r• �J�0 > APPLICABLE) IF THICKNESS 15 TO BE "' L AREA PER VENT. y io LIA 5PECIFIC KEYNOTE CALL -OUT I I I L 6:12 I 4:12 4:12 G �(J) --------1--- ---_______ ----------------- I I 0� p Z Lo I I i I � � I I � I I I I I I I I 6:12 I I I a 6:12 s I I 2 6_12 -- LIA z > I I I i I I I J REFER TD COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHE5 4:12 AND UNDER * * *, * 5GALE: 1/8" = 1'-0" i I 11/2" THICK SAND FINISH • • I KEYSTONE 1 U �o N I Q RA15ED 6:12 ' — SAND FINISH p N y� TEXTURED BANDING N cl) fl1 � M NOTE: T45 DETAIL SHOWS THE TYPICAL THICKNE55 LL v, OF ALL RA15ED TEXTURED FINISH BANDING `fie AND SAND FINI5HED KEY5TONE5 (WHERE I = r• �J�0 > APPLICABLE) IF THICKNESS 15 TO BE "' L y io LIA 5PECIFIC KEYNOTE CALL -OUT I I L 6:12 -SADDLE------ --- - --- G �(J) 0� p Z Lo I w s I I 2 6_12 -- I I I J I ----------- I I I I f i 6 12 6.12 GARAGE ROOF _ w VENT REQUIREMENTS G.C. VERIFY THAT 91.68 50, IN. I I `-u OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. co v VERIFY QUANTIY OF ROOF VENT5------------ ------- ----� REQUIRED; PER MANUFACTURER'5 SII 5PECIFICATION5 OF NET FREE TYP. T AREA PER VENT. OVERHANG AA AT HIP ROOF PLAN 5GALE: 1/8" = 1'-0" THICKNE65 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RE5IDENTIAL CODER 103.6.1 AND 3/4" ASTM C926, IN5T4LAT0 OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RE5IDENTIAL CODE 8103.6.2. AND 45TM C 1063. * * * * * * * * TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1' 0" CLEAR OPENING ✓ EIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF TOE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVIGE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE5IDENTIAL CODE 8612.3 e * * * REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHE5 4:12 AND UNDER 12 12 Q6 6� SHINGLE Q6 ROOF PLT. HT. _ _ - - - - PLT. HT._ — — Ell 0 -TEMP, 5HINGLE STUCCO ROOF T FIN15H �,/ �12 �8..LSHINGLE555CONp FF. LINE _ 12 ROOF SECOND F.F. LINE - T.O.M. _ ab T.O.M. MAIN F.F. LINE �• ZTEXTURED �J®..ZTEXTURE • - �, ,oma=;off;-�� -�r LEFT ELEVATION 5CALE: 1/6" -- I'-0" 6 IQ6 SHINGLE ROOF PLT. HT, PLT. HT._ — F F /5TUCco .G .G D FINI* SECOND F.F. LINE 4QSH] 4 /� ROOF 5HINGLE SECOND FF. LINE - T.O.M. _ T.O.M. _ 0 TEXTURED TEXTURED FIN15H FINISH v 6, cap MAIN F.F. LINE TEMP. MAIN F.F. LINE GRADE LINE (A55UMED) REAR ELEVATION 5CALE: I/8" : V-011 11/2" THICK SAND FINISH • • x N KEYSTONE C U �o ---- - (IF APPLICABLE) Q RA15ED — SAND FINISH p N TEXTURED BANDING N cl) fl1 � M NOTE: T45 DETAIL SHOWS THE TYPICAL THICKNE55 LL v, OF ALL RA15ED TEXTURED FINISH BANDING 5CoiL AND SAND FINI5HED KEY5TONE5 (WHERE w = r• �J�0 > APPLICABLE) IF THICKNESS 15 TO BE "' L o DIFFERENT IT WILL BE CALLED OUT AT LIA 5PECIFIC KEYNOTE CALL -OUT THICKNE65 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RE5IDENTIAL CODER 103.6.1 AND 3/4" ASTM C926, IN5T4LAT0 OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RE5IDENTIAL CODE 8103.6.2. AND 45TM C 1063. * * * * * * * * TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1' 0" CLEAR OPENING ✓ EIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF TOE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVIGE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE5IDENTIAL CODE 8612.3 e * * * REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHE5 4:12 AND UNDER 12 12 Q6 6� SHINGLE Q6 ROOF PLT. HT. _ _ - - - - PLT. HT._ — — Ell 0 -TEMP, 5HINGLE STUCCO ROOF T FIN15H �,/ �12 �8..LSHINGLE555CONp FF. LINE _ 12 ROOF SECOND F.F. LINE - T.O.M. _ ab T.O.M. MAIN F.F. LINE �• ZTEXTURED �J®..ZTEXTURE • - �, ,oma=;off;-�� -�r LEFT ELEVATION 5CALE: 1/6" -- I'-0" 6 IQ6 SHINGLE ROOF PLT. HT, PLT. HT._ — F F /5TUCco .G .G D FINI* SECOND F.F. LINE 4QSH] 4 /� ROOF 5HINGLE SECOND FF. LINE - T.O.M. _ T.O.M. _ 0 TEXTURED TEXTURED FIN15H FINISH v 6, cap MAIN F.F. LINE TEMP. MAIN F.F. LINE GRADE LINE (A55UMED) REAR ELEVATION 5CALE: I/8" : V-011 JOB NUMBER 25002.041• CAD FILE NAME LOT 39 ISSUED 01-19-15 REVISED 03-12-15 • • x N 150 STATE STILEET EAST OLDWAR, FLORIDA 34677 813 . 925 .1300 TEL 813. 925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER C U �o Q .j �rn p N all cl) fl1 � M >sJM L L 5CoiL 0 0ro = r• �J�0 0 c0 E oj G �(J) 0� p Z Lo JOB NUMBER 25002.041• CAD FILE NAME LOT 39 ISSUED 01-19-15 REVISED 03-12-15 �®. .®..•®� e. a % fY+ r. ry Z C Z DC oC oC 4SHINGLE 12 ROOF 6 �! 12 LSHINGLE Q6 6 12 ROOF _ PLT. HT. _ - _ _ PLT. HT. _ _ PLT. HT. _ STUCCO FIN15H 0 �? /5TUCCO 5HINGLE * FIN15H7 12 ROOF LSHINGLE 8 Q 4 _ 5ECOND F.F. LINE — ROOF SECOND FF. LINE 8 _ _ 5ECOND FF. LINE T.OM. T.OM, T.O.M. DRYSTACK TYP /TEXTURED _ /TEXTURED LEDGESTONE 4RETURN FIN15H �? FINISN (TYP) AT 511DE5 • (U.N.O.) MAIN F.F, LINE MAIN FF. LINE MAIN FF, LINE GRADE LINE (A55UMED) 2138 RIGHT ELEVATION TI AR ELEV.T SIDES AND REAR ELEVATIONS ROOF PLAN 5CALE: 1/8" = 1'-0" ��� DETAILS 1-,� • SHEET • ELEVATION ficif GARAGE RIGHT • DAVIS BEWS DESIGN GROVP 150 STATE STILEET EAST OLDWAR, FLORIDA 34677 813 . 925 .1300 TEL 813. 925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER EST. 1994 c--- �®. .®..•®� e. a % fY+ r. ry Z C Z DC oC oC 4SHINGLE 12 ROOF 6 �! 12 LSHINGLE Q6 6 12 ROOF _ PLT. HT. _ - _ _ PLT. HT. _ _ PLT. HT. _ STUCCO FIN15H 0 �? /5TUCCO 5HINGLE * FIN15H7 12 ROOF LSHINGLE 8 Q 4 _ 5ECOND F.F. LINE — ROOF SECOND FF. LINE 8 _ _ 5ECOND FF. LINE T.OM. T.OM, T.O.M. DRYSTACK TYP /TEXTURED _ /TEXTURED LEDGESTONE 4RETURN FIN15H �? FINISN (TYP) AT 511DE5 • (U.N.O.) MAIN F.F, LINE MAIN FF. LINE MAIN FF, LINE GRADE LINE (A55UMED) 2138 RIGHT ELEVATION TI AR ELEV.T SIDES AND REAR ELEVATIONS ROOF PLAN 5CALE: 1/8" = 1'-0" ��� DETAILS 1-,� • SHEET • ELEVATION ficif GARAGE RIGHT • 3 "N"AB 25 YR SHINGLE ON 15y FELT OVER R('S+DF SHE'ATHINC SPECIFIED ON NAIIJINC SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES 0 24" O.C. ..-- 12 HURRICANE STRAP PER PITCH AS /� , ROOF FRAMING PLAN \ PER �✓ .� S . J ME9AI PLASHING '.;01I~GII :.'t)Qf I'LN '`r w,/TAR BE IWEEN BRG, HGL p•, ;,'CONTRA(`" � FLASHING AND SHINGLES ,,,,--ALI,PM. DRIP EDGE 2x& FASCIA - SHINGLE PER CONTRACT �_VENTED ALUM LI(DPT'IT' —SHEATH &EXT. FINISH WINDOW FLASHING AS REO'Ei .. 'Ix4 WINDOW TRIM u aL. HEADER TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. W1 ' ATHE MECHANICALLY FASTEN S+ ID'WEATHER ` I,, wilt-, Wf;-.`w .,.Pr,, , ` ' IrJ, ,ILA'I"IANC; RESISTIVE RFSISI'IVE Ai Nr AS NECESSARY IN BARRIERILMI'ORARILY FA I,)E4 Ad , v iL CORNERS THROUGH HfPI Ta I t. I UEWF r THER FLASHING `••.,� _ l.l.(:7ry )k 11,E IP. I'd, i.,_, ,...;. + Ti:) 4� - n 'r• _'Ilk ^,v H i_R I rr.�I:;TIVf H£I I',Ie:R & �""'A It. MPQRAfi,l .tCUI�E WEATHER ` ✓' F:XTk,RIgR N' RESISTIVE SW"IEAT,IING h BARRIERTAPE SELL PLATE 1 HI : � I III I�Id ��<�l � � WAI,.L PER PI AN ,,, A L1 Y II'J +J _ _ E r,}A D I- 1 1 , . 2 (ASSEMBLED 1 M /�_- WI-ATHEP FF.:SICII 'I: r WINDOW 2 r CI FIT ASHING jr . .;?1•t'` ILL PI ,TE , Nf Ui::1Alt v I'.'DO NC31" I-1 ASH —' r i �.., Ili LL OVER BOTTOM NAILING FLANGE -i r5 METAL FLASHING I- NSTRUCASHIN I "E " — 'CGRNER PATCH F1 TAR BETWEEN � Jl ` I j , NOTES: 1., / RUN KICKOU'i' I V A4-1 6" FI AFhfING AN HiNCI_ ` HC,AD FLASHING 'TIE:. -IN ! r T,.„ (� P KO EDGE OF ROOF F it �I� I. CUT, FOLD UP & TEMPORARILY _ SECURE WEATHER RESISTIVE: 1. FLASHING TO BE FLEXIBLE SELF-ADMES6VE TYPE (MIN. I �5 � i RO(.0 PER PLAN BARRIER ABOVE HEADER TO 6" WIDE)ALLOW I ' OR FLASHING INSTALLATION 2. RI MOVE WEATHER RESISTIVE BARRIER FROM TCIP of FI A HII'J'I,3 m- 2. INSTALL ; HEAD FLASHING UNDER WIhbI�S C SILL PLAT. NO TF Z. ATHE'C W RESISTIVE BARRIER I STALL FLASHING IN ORDER AS SHOWN BY NUMBERS I I I 3. FOLD WEATHER RESISTIVE 1. FLA HIPd BE FLEXIBLE '.L:LF...ADH Sf+'E T10;1 - BARRIER BACKOVER HEAD 4, INSTALL FLASHING AND WEATHER RESISTIVE I ' . i FLASHING AND SEAL WITH TAPE BARRIER TG FORM WATERSIIEI.ID(My r v, t1 ING (..APS �.� TYPICAL ROOF TO WALL FLASHING DETAIL u,lAl_ FLAa'NISG IN 'ORDER I:i F.HCiWN BYIWI ,1HI,R'S; TYPICAL WINDOW FLASHING DETAIL 3, ME' -k1 AR„_ALLY ASTEN A., NEr'l'_,SARY N.T.S. PLAN VIEW N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. l� i I I ( , I _fel, I V, I I ,:, flAl , �I, A r.', I ,' ,f'J I , II-.I�� ,NAL[_ LfJ ACL. { L.. IHL. „IF.I�I{aR 'dVAI E.. (:1dVf-.(._(,I E.. HAIL. INCLUDE ' A _1 A ..,.-�t, , � � CL DE FL 51 INC S f to ('. !. - I' - ,.,; I-- \ + T ,I j) - ' y-, �5 �i� t- ) A -1 �...p �c' �-,� r SUCH i� hV' C- 1 L:F`>;RIF'I h„' il`I E,, I,,,P L r L AI11 I.F r', (.,F,I<N_.0 IJT (.ON... UCT-D IN .,UCH A MA 1NER AS TO PREVENT THE ACCUMULATION OF .., , F - - I � �nT r �� TI 11fJ 11`-1 � , ; 1 1 I 1 ! ,T �. i � � I I J . TIIE T FtI r VENEER � REQUIRED � olrrloM-�, 'v � I I f r ( ��L L C L � JI -EL A.. �LC�?U F ED %�' I :�LC,TI(�N F�7U�.. 7. ALL EXTERIOR FINISHES SHALL /"iI` 1_ L) IIt }.., II'_Iu:, OR IN _ IA.LL!' II(J1,] 1N ,IJ(:; iIt)N`T, " -FLASHING 1 '`i!. ! ,�h<:_, 11) I'`,1 _'i- : 1I I,Fa'',1 1 1 F°rJUr,iiJS i' LI' 1 J) (Jl. / IFL FEE f `C).E :_J I4��/r-I,2) AND (: FLOOD LIGHT L E C T� I C A L < � PRE -WIRE TO SWITCH �^'' . AT FAMILY ROOM DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER — — — - — — — — — - — — — — - — - —.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET • JOB NUMBER 25002.041 • DUPLEX OUTLET IN FLOOR CAD FILE NAME LOT 39 FLOOD LIGHT L — — — J I I 220 VOLT OUTLET ISSUED 01-19-15 \� PRE -WIRE TO SWITCH ( ROUGW-INI - WALL SWITCH REVISED 03-12-15 AT FAMILY ROOM I W.P. FOR OPT, LANAI I 13 THREE-WAY SWITCH W.P. GRI. I G.F.I. 14 FOUR-WAY SWITCH \ ID DIMMER SWITCH 3 \OUT TO + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE AIC FLOOD LIGHTS WALL MOUNTED INCANDESCENT LIGHT FIXTURE DISCONN. s� s� PRE -WIRE cm �r iQ. RECESSED INCANDESCENT LIGHT FIXTURE H.B. �-- — ALL MOUNT C. LIGHT FIXTURE WITH PULL CHAIN • \ AT 8'-8" \ ® \ TRACK LIGHT \ FLUORESCENT LIGHT FIXTURE \ FAMILY ROOMg EXHAUST FAN ROUGH -IN \ ;Q. EXHAUST FAN/LIGHT COMBINATION FOR OPT. ®o ELECTRIC DOOR OPERATOR (OPTIONAL) \ FAN/LIGHT \>m CHIMES (OPTIONAL) \ El PUSHBUTTON SWITCH (OPTIMAL) MASTER SUITE © CARBON MONOXIDE DETECTOR UP TO r— sC SMOKE DETECTOR CAN \ sC c SMOKE / CARBO) MONO. COMBO DETECTOR LIGHTS UP TO I< TELEPHONE (OPTIONAL) — — FAN/ LIGHT T TELEVISION (OPTIONAL) F.I. — — % Qr THERMOSTAT M. BATH 0 p ELECTRIC METER ELECTRIC PANEL HORIZ. r — \ — — — — -� DISCONNECT SWITCH MAKE-UP LIGHTS I ® SPEAKER (OPTIONAL) M PENDANT DOUGH -IN FOR OPT. CEILING FAN F.I. \ I (VERIFY J LOCATION) � c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WJ —� G J ROUGH -IN FOR OPT. CEILING FAN NOTES- W.P. W.P. I 6''O° I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERRUPTERS (GF.D AS INDICATED CH (VERIFY) ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. DINING ROOM UP TO 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE LIG T FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: r _� SWITCHES.... 42" — — —I I— 220 V. O OUrLETS.....14" GF.I. ;�; TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) � — — — — — — — — TELEVISION.. 1411 /- _` r G.C. VERIFY: LOCATION GF.L/ I�I'. \ I OF DISPOSAL SWITCH 15 UNDER SINK CABINET 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER UTIL — — SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE GF.I. so cM GF.I. I AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. , 43211 ICROWAVE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING HORIZ GF.I. z TLET +14" ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAKE-UP PWDR / \�, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. LIGHTS / // / DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2008406.1.1. KITCHEN 2 . PENDANT /' \ 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY D / (VERIFY / �0\ ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. LOCATION) / / � \ GF.I. Jai, 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL / ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFF'A.1OA-05, NEL. 2008, 2010 Q' — FB.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND GF.I, ORDINANCES. j ENTRY — 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING NEATER OR APPLIANCE, GF.I. FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON 0 s AT 48" MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. - LIGHT AND SWITCH \ PUSHBUTTON FOR IN ATTIC— 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN W.P.GD. OPENER �. I` _ SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE GF.I. TI T L ,�. — -" — J LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. — — \ GARAGE Ir 4/0 ALU. CABLE 150 AMP. ELEC. LE . MAIN DISCONNECT METER A/C I CLG. OUTLET PANEL METER COMBO - SQUARED DISC, FOR G.D. OPENER 0 14Typp. 014 AND 012 COPPER To REFER TO FLOOR \ rINSIDE LIGHTS AND OUTLETS- — — — — — — — — — — — — — — — — — — — — � PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED PANEL 10 COPPER TO WATER HEATER I I UNDERGROUND 18 COPPER TO RANGE \ I I SERVICE BY 04 COPPER TO 5/8" GROUND ROD G. I. POWER COMPANY ALSO SERVICE TO BE BONDED t0 FOOTING STEEL AT 48" i i IRRIG. I I 2138 ELECTRICAL RISER DIAGRAM COACH COACH NOTE: S� TI TLE • LIGHT LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL r ° r3 MAIN FLOOR ELECTRICAL \� COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ° PLAN ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 15-Ba MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT x w DAVIS BEWS DESIGN GROVP 0 r0 � EST. 1994 F-� 00 J �� 'A r.N V+ N M .0 �. >•;JM ` o 0 0 �J v 0 rl�E 0 O , L€tu0) > t � �"' N +, p . (cc", too co) z V v 15-Ba MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OWWAR, FLORIDA 34677 813. 92.5. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER � EST. 1994 F-� 15-Ba MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT MAKE LIGHT ELECT�'ICAL <E"� 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER K�w., WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY 5WITC4 14 FOUR-WAY SWITCH ID DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST PAN ;Q• EXHAUST FANLIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER Am ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -JN FOR OPT. CEILING FAN NOTES- I. OTESI. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS A5V COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM6,IECIEATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF -I) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOW IS IN FULL COMPLIANCE WITH NF.P.A.1OA-05, N .C. 2008, 2010 F.S.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. I. EVERY BUILDING HAVING A FOSSIL-FUEL-DURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 5UILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CAR" MONOXIDE ALARMS SHALL 5E LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT 2138 K ro w SO STATE STREET EAST OLDSMAR, FLORA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • 1DEN /M CU Lo Lop 0 J N- Nco N 0) O cm m r co 0 0 o = o� 3�Ec0 �_ 0� L ;: Cj0 Zr�a 2138 DAVIS BEWS DESIGN GROVP SO STATE STREET EAST OLDSMAR, FLORA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • 1DEN /M -tea EST. 1994 2138 GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINIMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE' WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN 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 S D6 ' a TWO STORY DETAILS i FF--- ) z W Z 2 = 0 i F-- OU > W U > W j W j O W U) j L! J J W y W O a //z N 0 HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ROOF TOP CHORD: LL - 20 PSF ` 1 ` z OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 ' , \'� 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PSF(SHINGLE TYPE ROOF COVER) Q OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN DL = 20 PSF(TILE TYPE ROOF COVER)9�i < i® ,�, ,'�` q ®� J - _I O ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. WL MASONRY WALL CONSTRUCTION BOTTOM CHORD: DL =10 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, DESIGN LIVE LOADS (MINIMUM): CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 �- PSI (fm = 1900 PSI) C) DECKS - 40 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 F- Q N E) ROOFS - 20 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. � 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. HANGERS. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE M FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON i FF--- ) z W Z 2 = 0 i F-- OU > W U > W j W j O W U) j L! J J W y W O a //z N 0 HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ROOF TOP CHORD: LL - 20 PSF ` 1 ` z OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 ' , \'� 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PSF(SHINGLE TYPE ROOF COVER) Q OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN DL = 20 PSF(TILE TYPE ROOF COVER)9�i < i® ,�, ,'�` q ®� J - _I O ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. DL = 14 PSF AT OVERBUILT MASONRY WALL CONSTRUCTION BOTTOM CHORD: DL =10 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, DESIGN LIVE LOADS (MINIMUM): CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 A) FLOORS - 40 PSF B) BALCONIES- 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) PSI (fm = 1900 PSI) C) DECKS - 40 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 D) STAIRS - 40 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1"'. E) ROOFS - 20 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. HANGERS. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE MANUFACTURER'S DRAWINGS FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON POSITIONERS IN MIDDLE OF WALL EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. FIELD REPAIR NOTES 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND 1. OMITTED REBAR COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN, 12 BAR 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING DIAMETERS(EXCLUDING BEND). CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 2. STRAPS/CONNECTOR SUBSTITUTION 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE 3. STAIR CONSTRUCTION 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/ ITRUSSWAY TRUSSES PER LOT TB -39 CONSOLIDATION. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY WOOD CONSTRUCTION BE USED FOR RISERS & TREADS ILO 202'S (SEE GENERAL STAIR DETAILS FOR WIND EXPOSURE B ADDITIONAL INFORMATION.) 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 4. METAL STUD SUBSTITUTION SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) WOOD STUDS MAY BE SUBSTITUTED WITH METAL STUDS IN NON -LOAD BEARING 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. WALLS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), 5. OMITTED J -BOLT SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2"J -BOLTS W/ WASHER DRILL & REGARDLESS OF SPECIES. EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL 6. MORTAR JOINTS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL REQUIRED) BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY "EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED DESIGNED AND DETAILED BY OTHERS. TO BE EPDXIED INTO TIE BEAM OR FOOTING 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILD'S. ALL #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 7. OVERHANGING CMU WALL SIMPSON HSS2 STUD SHOES, TYP U.N.O. -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE AND VERTICAL CELLS PER PLAN. CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DAPPED AND VERTICAL CELLS PER PLAN GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF NOT. RECORD FOR APPLICABLE REPAIRS. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR FBCR MASONRY IS TO BE PRESSURE TREATED. STRUCTURAL STEEL 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E WOODEN TOP PLATES. OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N ENGINEERED LUMBER BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION, AS DEFINED IN THE REQUIRED. REFER TO SECTION R301.2.1.2 OF THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED VALUES AS FOLLOWS: ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM COLUMNS BEAMS F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD E = 1,800,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE Fb = 2500 Fb = 3000 PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND In %_ 5 Pic z< APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). Ft = 1500 Ft 1700 FILLET WELDS SHALL BE 3/s" UNO. Fc 11= 3000 Fc 11= 3000 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING Fc j = 900 Fc j = 900 PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, Fv = 285CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. Fv = 285 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION, CONDITION U.N.O. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY CEILING CONSTRUCTION STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. OTHERWISE SPECIFIED, 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN ZO 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 O 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 U WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 - 22.9 -) 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 - 20.8 0 23.9 100 (+) 18.0 (+) 18.0 O LL - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,, I 5155 5 Jam' Lz Pa STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED, TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS (12.7MM) GYPSUM BOARD. 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. U_W 2 k° O 07 U � , ZIf) CY) M /�/ r F a WA F- 0 � z CL U Q 0 0 LL O° C z I'' 6i lulld U m O � 0 � O CL u_i 0 U � VJ W W W Q V O LL 0 W 9,r - Z (/)0WZU) n t' V) 95LU F- D In %_ 5 Pic z< O Q J ZO J O Q LU W v, Z _ p LU U) �. CL2 (.D z � I O I = F- M 11 Q V fh <L Z > 0 J Cl) J W W o W D 1 ! -W W_ U) 0 0 v Z W i #5 30'-0" 2 STORY FOOTING 14'-n . 16'-0" APACTION TEST REQUIRED Results to be Verified at Slab inspection FOUNDATION NOTES: WLo 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. Q a D M 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 - ..... ....... .... ... - - EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. z LAP SPLICES SHALL BE NO LESS THAN 25". LU 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR U) LU RECESSING DOOR SILLS. W W Z 2 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 0 - O 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE OU SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) U W CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE Q W THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. m C) W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY < COMMUNITY & COUNTY CODES. 0 W 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0 > SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE J AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Wo W INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO O DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANP RD a®Of,11r' 11 Uld/ W p FOOTING STEP DOWN AND CORNER INFORMATION. ` ��/� (L 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ��® •�o•, ��s W o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH �,,®jyp ° a, r z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION «► U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTERLuit;, COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS 4 l 0:2 ; , FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �; Q PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL �i t►� Mo' kc �s 0 J CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO �® ~!�•o••e`•• '� ®�` J �y FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ," �®�; ;> �� SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS U) DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS a BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 [L�, PSF. 0 �"✓ 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U44 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z 00 r> STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q` FOOTING SIZES PENDING DEPTH OF STEMWALL. C6 ! CLU 6a TING SCHEDULE z FOO a a 1 O 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY LL O,,, O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY 0 O � O 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY d W 6> .5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY j 0 U 8 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY � z H O Z O36"x36"xl 2" dp w/ #5's @ 6" O.C. EA. WAY J CD (� n zg.r LL O M 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY O z 06 UP Z U) � w s( V- a 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY U O Z p t=i m J (A ~ a�g 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY _ < Z Z F 0 5 5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY Z Q tR # w O Q —� 0��� O LL Q Uj - z = _ SYMBOLS LEGEND o� — W - ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 2 TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 0 Z I� • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND ~ M 32" O.C. (6" MIN. EMBED) U.N.O. zU Q Z > 0 W Q W ~ W W 0 W O z UW ) O=z Uj U Z _ XO U 0.. I- I U) STRUCTURAL ENG: CFG / BED Q DRAFTING: H Z-STRUCT: LA 0 QC CHECK: CC w1LDING X JOB No. TM - 2142487 - - -- ---- - ..._. _ - SCALE: AS INDICATED ~ DATE. 01/30/2015 FOUNDATION PLAN- 11/4„_-1,-0,,2 r ert 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 document is copyrighted and is the exclusive o , COPYRIGHT MCD 2014: The Information contained In thisproperty Y SYMBOLS LEGEND 13'-4" I'-4" Lu Lo ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q 04 TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.).23 Q M ■■■■ b ® _ ■ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. - TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z U) - _ LU F- v� a� W 1/2" J -BOLTS 6" FROM EACH END OF WALL AND w Z 2 1 11 32" O.C. (6" MIN. EMBED) U.N.O. 21-211 10 -2 21-011 31-211 S -10 3 -8 _ o 0 O lot- - W 121 I. W `* LU m tr m Q W a a it W h ■ O w ' ■f c � o N> w k ■ U Q z B 0 a Ln Z z a Co 6 �0 4®•0°®°®° r � � � ■ � i,� � epee I .., �1 i- z � 1 ry I i 'Uj0 Z I t ■ Q o: _. 0 v LL O G C7 U I 0 w F- �J I I Z' f m cn zFg� ® ; L11 r 04 ' ■ z0 06 C •M W U Z ro 0I= OCL J N W _Z z4 W � O 4 ;Wl E C) cr. 6 Q LU ® Q 0 I U~ U z w ■ ■ ■ W 2 1 LU U) (n V/ 1'-S" 6'-8" � O CL ■ � � II z a e z ° II ■ W 11 z o M V a L, Z > O U)0 W J I_ W W o DC W p O 16'-011 1'-4" 1'-4" Z 2 (/i (D rio W U) F— 0=z LU V Ln oLU �Z0 _ W 0 H � F— � CL STRUCTURAL ENG: CFG 7 BED Q DRAFTING: H z-STRUCT: LA W - --- k,U1L1)/ L] QC CHECK: CC I I llPr �� W JOB No. TM 2142487 -- - y J = SCALE: AS INDICATED DATE: 01/30/2015 DOWEL LAYOUT PLAN # W 1/4"=11-011 S 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. ,So 0 0 0 0 0 'Ap_ O N W A A W N `j J Q W Q Ln N r M .. 'C$4Cn ,., ,,. _ _ ty w e ;: ,�2 Q • n� ,,�pyy Z Z LU U) F- s�®o `■Ll�_ cn W CLJ 0 Uj Z Z W 0 .� /V i Q ,, 'ly v l M Uj � LLI O W I -Z o O ' Q Q 0LL O� 0 0 0 z V O Z U > IIIW U m a Q Z > O 0 U 0W LL W — W W O � O 1 N W wr H Z CO W Im 0 = LL O LU ~ J V LL. i'Z0 Z a 04 D oil 6 R07 R07 i R07 R08 GE01 SD3 FIRST FLOOR FRAMING PLAN_ 1/4"=11-011 NOTE■■ SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 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. ��� ®•mpg C'jg r Zi .. 'C$4Cn ,., ,,. _ _ ty w e ;: ,�2 Q • n� ,,�pyy Z 0 U s�®o `■Ll�_ cn W CLJ O U . 0 .� /V i Q ,, 'ly v l M W I -Z o O ' Q Q 0LL O� a U z V O 11 I..L W LJ r U W 0= I'- < U) -j ' - J < (D - LU z�g* LL W m• -i` tn wM~ 0 C �ZN M V •��C 0 F °�Jgg' a < ,.. _ O� ::) p WIN X(41 O ��� Q J O O O NO o � I.- U - 0 w I- 0 _ to — W r W n� n� Z 0 o z W 11 U Q Z > O U 0W — W W O 1 Z CO W Im 0 = LU ~ J V LL. i'Z0 D W LU p H�F-- H U CL U) STRUCTURAL ENG: CFG / BED Q DRAFTING: H Z W- -STRUCT ------ LA QC CHECK: CC JOB No. TM- 2142487 SAN = SCALE AS INDICATED �> DATE: 01/30/2015 - 824 �` S4 BEARING WOOD WALL SCHEDULE TAG STUD SPACING CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS ORENDNAILS NO UPLIFT MID -SPAN 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 ird. PT. 3 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 1160 plf 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 & 8' 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 ' 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. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"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 ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 12d (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) <S>(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 44 SYP#2 POST (2)2x10 #2 SYP w/z1FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2' FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) R� 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) H10A w/(18)10d x 12" NAILS OR 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8' EPDXY ANCHOR 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 ' SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER 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 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE A� (2)2X4 SYP #2 BUILT UP STUD COLUMN B (3)2X4 SYP#2 BUILT UP STUD COLUMN C (4)2X4 SYP#2 BUILT UP STUD COLUMN 12d (2)2X6 SYP#2 BUILT UP STUD COLUMN < E > (3)2X6 SYP#2 BUILT UP STUD COLUMN NAILING NOTES (2)2X8 SYP#2 BUILT UP STUD COLUMN <S>(3)2X8 SYP#2 BUILT UP STUD COLUMN H� 44 SYP#2 POST J� 6x6 SYP#2 POST K� 8x8 SYP#2 POST L� 3-1/2"x3-1/2" LVL COLUMN. M 3-1/2"x5-1/4" LVL COLUMN. N> 3-1/2"x7" LVL COLUMN. P� 3-1/2"x9-1/2" LVL COLUMN. Q� 5-1/4"x5-1/4" LVL COLUMN. R� 5-1/4"x7" LVL COLUMN. <S> 7"x7" LVL COLUMN. (2)ply 1900 NAILS & (18)4"x22" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 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 & $" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8' EPDXY ANCHOR w/MIN. 6" EMBEDMENT 81x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131"x21" 10d .148" x 3" 12d .148" x 34" 16d .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(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(lb) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" > CL 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 Q W ID (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x22" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 ' (2)HTS20 w/(24)10d x 12" NAILS TO POST: SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 n6 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12' NAILS ON MASONRY: SIMP. META16 El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 n8 MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS El HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/g" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x23' TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4'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 928plf 15 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 & 4' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w/8" 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 IRDER TO COL./ BEAM 9100 4095 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP, LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR 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 BE IN ACCORDANCE WITH ASTM A 153. U z TO POST: SIMP. HTS20 OR LSTA18 i Z TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" > CL PLATE TAPCONS W 0 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 Q W TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 W TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x23' TAPCONS ON MASONRY: SIMP, META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (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 63.5x20 (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 AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF 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 CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BCSI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT ISNOT 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 P,% ECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT P P,% .TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS -SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW ` . AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS W N W M i F_ BE IN ACCORDANCE WITH ASTM A 153. U z i Z LU = Z 0 2= OU > CL W W 0 W i Q W U) j W W :1W �e�d►t91 I t l0/®oO Lu a ®' _ N g` MSL "" i Lei W o W cn 0 a,e'l' + `�° .. O LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. I=-/' "' ® i��`! '` u" 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED �- AREAS, THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. p U, CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER U THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Z07� BUILDER NOTE: MQ IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH w, 0 THE TRUSS MANUFACTURERS LAYOUT a o 71 ----STOP---- _ U LL "' AND CALL THE ENGINEER OF RECORD PRIOR TO Z PLACEMENT OF ANY TRUSSES O$ NAILING SCHEDULE: o .." Q tY ROOFS: Li ui 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" H O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND n/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION LL PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. p O z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. < F_ (D U. GABLE ENDS: o U -5;,r,z� g r W -oi ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. z p M AT TOP PLATE AND (1) ROWAT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER O W °� Q Z V 0 EDGES AND 6 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q Z 0 U' U c EXTERIOR WALLS: 0 W -, Q SEE WF10/SD4 FOR MORE INFO. H fn o t°li g NAILS: ? U a 4 `� E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. U oc 6 6 5 # ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, w -" -� Q us a HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE U W�/� ~ EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY Q V J 0 p TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, _ W q STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p BE IN ACCORDANCE WITH ASTM A 153. U W O APA SHEATHING NOTE: z AT ALL LU = Z 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING UNSUPPORTED- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END65 WITH (3) 10d TOENAILS. � a Z is O _j U I W 11 M U Z>O p w .� H (1) W LU O WW � 1 LLj ��%0 z W Im W H F)Z V o W Z 00 Q U � CO STRUCTURAL ENG: CFG / BED Q DRAFTING:. h Z STRUCT: LA LU QC CHECK: CC JOB No. TM - 2142487 T � SCALE AS INDICATEbNOTES & CONNEC ORLEGENDDATE: 01,30,2015 c> SP Aj Z S41 zD 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 prohibits ADD STRAPS TO NOTES: W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 0 N M WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Q SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS Z W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR w Z 2 SHEATHING IS NOT CONTINUOUS) 0 M 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O OU U W Z > LU 5 W D d 0 O � I J > W o W 0 N > W W H LL 0 z OW e`�t��ruitwe'�' � a ti �s 'is' I CJ 6 z z s��d � U -. r LU r w.ftAQ� • "� �♦ J o 01 U" Q G co N r LU 0 !' 0: Z Q .2 C) 0 Z 'U • � chi ' LL 0' O z cn IL L W D U D z °a < U) J cn zLL �g o D.. W � N U Z Z O — J N;Z^ _ a�g 0 O E LL us j U M W a I..:� z W LL f5 zw 0 q0 0 LU z = a C� LU --� U) O U z a 0 o z W H2X81 Iz (� GE01 zWOJ SD3 � Uj LU o GC W p z (D rwoo LU CO W F- 7 =Z U ©Lo Lu �Z0 WO H-�H v D U) STRUCTURAL ENG: CFG / BED Q DRAFTING: H z-STRUCT: LA �UILU/� _ --- QC CHECK: CC U) _....... _ S ORO � JOB No TM - 2142487 --.._ ..... ROOF F PLAN SCALE. 01 INDICATED �,. _ _ ~ DATE: 01/30/2015 1/4"=1 1-011 # .S4.2 NOTE. SEE PAGE 54.1 FOR NOTES AND CONNECTORLEGEND 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. U w zNN N.. d n GRADE 40 d 950 / 0 1379 / 0 °. LAP SPLICE BEND 0 LENGTH LAP SPLICE „A„ "Br, rrC„ "D" „Ar, "Brr ` AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D PRECAST"U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL, #5 TO BE ', HOOKED INTO SIDE VERTICALS '. METAL LATH OT WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) 10" HOOK 0 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED %— STANDARD 90 DEGREE HOOK 750/0 PRECAST LINTEL LOAD TABLE 1676 / 00 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL Q o �n 1 04 M -- ---.__ 21/2 5 5/8 91/2 20 #5 31/8 --- LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. STANDARD LINTELS STANDARD LINTEL NOTES MAX. CLR. OPENING 8" UNFILLED 8F8 -1B/8178 -OB 8F16-1B/8F16-0B BF24-1B/8F24-OB 8F32-1B/8F32-OB 2'_2" 2231 3069 / 3069 6113 / 6113 $974 / 8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV, MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 2'-10" 1783 3069/3069 6113/6113 8974/6739 10000/9213 - - --- -- -- - - T-4" 1343 2693/2561 6113/5136 8974/5074 10000/6364 3'-10" 1217 2165/2561 6113/5136 8672/5961 10000/6224 43/8 IL d . ° o. '�""° ° d °' 4 dI ° d ° 01 10 ° °, d .. a d a d m ° ° • e .. d 1 d , �, ° ROUGH OPENING PER PLAN I, 11 '. ° . ° . ° ° ° d ° . a ,� �° ° _ _ ° - I a Q I Ln z I I Z a °� .d° did 1._° d ° c w Q _j CL w cwn � 4° _ a TYP BOND BEA M 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 0 4'-0" 1006 1663/1349 5365/3820 7342/4576 10000/6224 4. 5. 6. 7. 8" BEARING EA. END LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. * u u O ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK AS A MIN. 32 FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING SPECIFICATIONS ON PLAN. DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQUIRED. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECIFICATIONS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS Z w w W' Q O Z p m 0 iY O Z O CL U W W O w_ > p w U) > W 4'-8" 860 1651 / 1238 5365 / 2931 7342 / 3123 10000/4249 5.2 710 1423 / 1105 4360 / 1999 6036 / 2549 8328 / 4249 5'-10" 570 1232 / 1101 3480 / 1631 8360 / 3707 8825 / 3470 6 -10 488 991/991 2661/1631 5681/3707 6472/3685 1 7'- 81, 416 752/752 1843 /1625 3486 / 2698 6390 / 3685 8'_8r, 354 726/726 1843/1625 3486/3486 6205/3302 9'-10" 315 618/618 1533/1247 2781/2777 4764/2536 10'-$" 292 567/567 1366/1366 2423/2308 4006/3191 11'-4" 277 525/528 1254/1254 2193/2147 3552/3552 111-101,255 471/471 1075/1075 1838/1838 2883/2535 12'-8" 239 458/458 1075/1075 1838/1838 2883/2278 13'-4" 0 4301430 1002/ 1002 1697/1697 2630/0 14'-0" 0 424 / 424 1234 / 1234 1779 / 0 2662 / 0 14'-8" 0 379 / 0 1160 / 0 1660 / 0 2439 / 0 1 „ U w zNN N.. 1 RECAST d n GRADE 40 d 950 / 0 1379 / 0 °. 1 RECAST 16-8 GRADE 40 288 / 0 950 / 0 1379 / 0 1997 / 0 LAP SPLICE BEND 0 LENGTH LAP SPLICE „A„ "Br, rrC„ "D" „Ar, "Brr „C„ "D" #3 17/8 18'-8" 0 224/0 750/0 1177/0 1676 / 00 MATERIALS #4 21/2 - 91/2 ---.__ 21/2 5 5/8 91/2 20 #5 31/8 --- , 25 19'-4" 0 180/0 598/0 1114/0 1468/0 81/16 14 N 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 43/8 9 13/16 '16 1/2 20'-8" 0 177 / 0 598 / 0 1024 / 0 1441 /n LINTELS = 3500 PSI w W z0 ° .fcP - q 21'-4" 0 164 / 0 550 / 0 981 / 0 1376 / 0 cn + 2. fc PRESTRESSED LINTELS= 6000 psi. 23'-4" 129/0 450/0 824/0 1147/0 �' 4 a 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O RECESSED LINTELS -FILLED uD 8" x 8" x 16" CMU U.N.O. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE Z MAX. CLR. OPENING8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-0B O u i INDICATES FILLED CELL FROM FTG. TO TIE STRENGTH = 1900 PSL 3'-0" 1691 / 1360 5206 / 3280 8060 / 5421 � 0%J111111111140" Ln, a. C BEAM w/ 1 #5 BAR W/ 3000 psi CONC. SEE „ 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE /® _- N O p 3 -4 1425 / 1130 5206 / 3280 8060 / 5421 '� s® � MD08/S5 FOR LAP INFO. 3'-6" 1320 / 1042 5206 / 3280 8060 / 5421 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ®®�®o®°'"�°"®����,�®®''ins �► W o I ( PROVIDE CLEAN OUT OPENING @GROUT T-$" 1230/963 5206/3280 8060/4946 w r gig Z Z °� — FILLED CELL AND REBAR (TYP). MORTAR 4,-0" 1081/866 4567/2992 8060/2839 LINTEL DESIGNATION SCHEDULE �,;. �o` � O U TA �. JOINTS SHOULD NOT BE CUT 5-0 846/598 3810/1716 8060/2649 ..° N.0-0 � Q LINTEL F = FILLED WITH GROUT / �... ° 6'-0" 693 / 458 2738 / 1600 7747 / 7915 MARK U = UNFILLED R = RECESSED = • - SEE FOUNDATION FOR FOOTING 7'-0" 526/375 1568/1568 5743/574 REQUIREMENTS 8'-0" 415 / 273 1436 /1516 5743 / 5743 QUANTITY OF #5 REBAR @ !�®4�C®.• C,'� ``; J p 9-'0" 415 / 273 1436 / 1516 3129 / 3129 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY ® ®gra®®, +��9 ``'� D_ 4Z06 TYPICAL MASONRY CONSTRUCTION 8F16-1 B/1T PFS•` 4 ` O $F8-1 B/1 T �—QUANTITY OF #5 REBAR AT TOP � �®Ol/ 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER SCALE: 3/4" = V-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT O 8RF14-1 B/1T NOMINAL HEIGHT CL DEPTH DOWN. NOMINAL WIDTH O 8F16-1B/1T O CD TYPE DESIGNATION o �, 13-4' 0 8RF14-0B/1T Z ,"'p U. N 0 8F16-0B/1T 1-1/2" CLEAR co y o Oc 8F20-1B/1T Q #5 REBAR AT TOP MIN. (1) REQ'D H « t0 77 � ffi z _ O O 9'-6,r m 8'-2" io " 8F20-OB/1T Q Z C M.U. _ ,�--- U lieO 8RF22-1B/1T � 0 ° GROUT O y ,, Z #5 REBAR AT BOTTOM OF LINTEL "' C U O O O 8F24-1B/1T m CAVITY z SEE PLAN FOR TOP OF WALL AND LINTEL INFO O 8RF22-0B/1T—I` BOTTOM REINFORCING PROVIDED j O�`�' ..�.:.•, :... , ; ,,..,,. .,': .. 7-5/$" ACTUAL IN LINTEL (VARIES) O 8" NOMINAL WIDTH 0 8F24-0B/1T d m ,.:. O FILLED w N 8RF30-1B/1T � LINTEL PER PLAN i.:'' •,, : ,... P 8F32-1B/1T � 1-1/2" CLEAR ° TRANSOM OPENING ` O 8RF30-OB/1T = w #5 REBAR AT TOP MIN. (1) REQ'D � :..... ' $1732 -0B/1T Q Q ¢ 0 C.M.U. U z FRAME INFILL AROUND ? a U_ (n Z WINDOW BY BUILDER \ . SEE FOUNDATION A PLAN FOR FILLED CELL O 8F38 -1B/1T d. GROUT O W O Z SEE WF01/SD2 FOR O _ INFO. MIN. 1 IS REQ'D F 0 8F12 -1B/1T ° O 06 z MORE INFO O Q I c► ON EITHER SIDE U.N.O. 0 8F48 -0B/1T *------�' BOTTOM REINFORCING PROVIDED U 7-5/8" ACTUAL IN LINTEL (VARIES) O 0 8" NOMINAL WIDTH .� 8F56-0B/1T w g ;y UNFILLED _ x 8RF38-1B/1T _ J Z ,t i.i E :., . H Q • : _—(2) 2X8 WOOD HEADER Oz NOT USED 2 �U 3 TURNED SIDEWAYS. in U) FIRST PLY 2X8 TO m w „ V W Z F- ~ a DOOR OPENING ,, 1-1/2 CLEAR .�•y MASONRY WALL VV/ "' O z d Q J Z s. SIMPSON HUS26 HANGER `„ _ _ =� 0 0 „ x E a J p� o #5 REBAR AT TOP MIN. (1) READ .� @ EA. END. W/ (6) 3/16"Ox O 1-3/4" TAPCONS INTO 3 0 U) w� O -- TOP KNOCK OUT/ LINTEL BLOCK U � MASONRY & (4) 10cd X 1 :' ° 1/2" NAILS INTO HEADER. � z ~ w COURSE ¢ W U)0XW da as Z U-1 — 2ND PLY TO 1 ST PLY W/ , U O F- e . 10d STAGGERED @ 6" O.C. ti 19 C9 im im J #5 REBAR AT BOTTOM MIN. (1) O- 116 GA POWERS STEEL BOXED O 60 LINTEL W/ TRANSOM DETAIL _ a a z 7-5/$" ACTUAL .LINTEL � SCALE: 3/4" = 1'-0. 8" NOMINAL WIDTH (� 6'-8" Z loePOWERS STEEL o 0 JENO� ° . GRADE 40 -SHEAR WALL T OPENING BAR SIZE TYPI AL SHEAR WALL SEGMENT LAP SPLICE BEND 0 LENGTH LAP SPLICE „A„ "Br, rrC„ "D" „Ar, REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SAFE LOAD TABLE NOTES GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE „A„ "Br, rrC„ "D" „Ar, "Brr „C„ "D" #3 17/8 41/4 7 15 17/8 41/4 7 15 #4 21/2 5 5/8 91/2 20 21/2 5 5/8 91/2 20 #5 31/8 7 113/4 25 31/8 7 113/4 25 #6 33/4 81/16 14 30 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 43/8 9 13/16 '16 1/2 35 7 SAFE LOAD TABLE NOTES Z ° 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL w RECESSED LINTELS BASED ON 4" NOMINAL BEARING. M 16'-0" 2. 0 = NOT RATED. z V O U Z 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. O W 0 d'. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Cl) W U � O 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Lij ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O LINTEL PLAN 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY w O FW,,,, 2 co X CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 (� W W 1/8"=1 -O�� SUPPORT. D O U Z d'. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. U � O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0 — LU d ` 5 a d. U �. .. ° N r� STRUCTURAL ENG: CFG / BED ° #5 – Q DRAFTING: d #7_ e QC CHECK: CC "Bu GM' X 5 :.0 �,,. RO __.....-- No. JOB TM- 2142487 SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK _._.. ... _ 2 DATE: 01/30/2015 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" S5 COPYRIGHT MCD 2014: The 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 MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. Y p (1) #5 FROM FTG. TO TIE BEAM (1) #5 FROM FTG. TO TIE BEAM HOLD BEARING WALL SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MAIN. 25" GROUTW Ln CELL SOLID I CELL SOLID BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q 04 8" CMU BLOCK 1 8" CMU BLOCK I1 w MIN 4" WITH FOUNDATION " WALL SCHEDULE WALL SCHEDULE Q (= BELOW 2 1/4 FOR ADDITIONAL FOR ADDITIONAL - 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ I 1 3-1/2" CONC. SLAB w/ I1 INFORMATION INFORMATION 3-1l2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ FIBERMESH REINF. OVER FIBERMESH REINF. OVER 1 FIBERMESH REIINF. OVER > (1) #5's CONT. . ---_ ......_ -- w -- FIBERMESH REINF. OVER FIBERMESH REINF. OVER cn 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER � 1 � -- z 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER W FIBERMESH REINF. OVER J 1 j g Z 2x PT SILL PLATE 2x PT SILL PLATE Q 1 a W a w > 6 MIL VAPOR BARRIER „ 1 W m (n a4 n W I 44" 4,;, a I .. a �. 1 W w — , f ' d• d _ ',:1 ''a. 1r v d''. 4 I 4 d} a . s p Z ':av 1'd' °o j" . .... ,S" s ° 1 ,� CO Cn ` °. 4,. 4 .a d ,`4 4' d * J i d a. —_.: ` .,, ""_ I I --III I I I-1 w Z GRADE I 1 ° GRADE z cn w d 45° • ° °' a _ — I I I - ° -I I �_ ..._....,. d .. a ,1 ._...... cam. o - �.. -... .,.... ,�,.,. ! "' a 4. O T"Ir SP1 d - —_ _.._.... ._. .. . • a -1 I--� 1__ I_I 9 I 1 C) -— = M -- —� =I=1 _ I ,III III= p �- - —.I I I -11 _ _ �..._._I. L III I - - -_ - _ - =!._._ = — . — I I�I I _ 4 a = _ I I i I ,,, I,,J Q I' is 8' - _ 411 I— _ _:..__ __ — - I — _ -I I `CLEAN W I _..-_I I —_ __ I-1117111--...^— 1-1 — III I I_.._ I i CLEAN COMPACTED — __ _ =1I -:III:-= I —I COMPACTED Z r� > L,_,. I i I -I , I, I !-I I I I I III— I T FILL 95% STANDARD I (J; I I-1 1-1-' �-- CLEAN 2 #5 BARS CONT. W/ 3" COVER FILL 95% p '^ w -- — -- — -- - CLEAN COMPACTED @ I I I 1 O 1, @ W c -; �— — i ° 16" DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8' 8 STANDARD g W W (2) #5 BARS CONT. I — I ---1 I (2) #5 BARS CONT. I I FILL @ 95 /° STANDARD 8" 8" ° (3) #5 BARS REQUIRED AND DENSITY p © w W/ 3" COVER TYP. W! 3" COVER TYP. DENSITY TYP. AT 2 STORY CONDITIONS FILL @ 95 /o CLEAN COMPACTED CLEAN COMPACTED m V-4" FILL @ 95% STANDARD V-4 FILL @ 95% STANDARD (2) #5 BARS CONT. W/ 3" COVER TYP. FOOTING O BEQ OI WIDE DENSITY FOOTING TO BE 20" WIDE 0 a 01 AT 2 STORY CONDITIONS (3) #5 BARS LU DENSITY DENSITY IX u) REQUIRED AND FOOTING TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG BE 20" WIDE LU SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS o - N > W W F01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING FO NON-BEARING STEP DOWN F04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING 0 SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-011 SCALE: 3/4" =1'-0" 0 a o cn �►�ra�woo�s_ N 3/4 RECESS @ ���� ` w o Q PER MFG. SLIDING GLASS w;, ,�. W ®w® "fw ``� 0' U DOOR SPECS K ® : Cy � K J SLOPPED GROUT . d 8" CMU BLOCK ``°' ° ��� TO DRAIN SEE PLAN a d SLOPE '® °"' "rIa J 0 4 4 0 Q .4 A FOR STEP OPTIONAL CURB MIN. 24" BEFORE 4�' 1. " d 1 0 ,010. m -� 811 (G.C. TO VERIFY) ANOTHER STEP 1 ,, 1 4 : ®�� '�� °� 2 �- 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE�' 1 d d a FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. /j® \ OPTIONAL '�'r REINF. SEE 3-1/2 CONC. SLAB w/ #5 CONT. REINF. 6 MIL. VAPOR BARRIER � 25" GROUT CELL SOLID "­.No CURB FOR PLAN FIBERMESH REINF. OVER I i4 1 14d. SEE FOUNDATION a REFER TO PLANS FOR J `\ ` MAS. @ ELEV. d 6 MIL VAPOR BARRIER • . � n. „„m , Q; 4 � � 1 FOR QUANTITY 4 /2" CASINGa LOCATION �.� ,. r 4 - — — d. m,, � d 1 I . 4 1 � `✓ W 1'. 0 I 4 4 4 '^ BAR CONT. d _ P , w o db.. 4 d v 4 ' 1,„ Z LU `-° 4 4 cn ._ «� 4 1 ALUMINUM THRESHOLD 4 .d. 4n _ _ — I — - GRADE r . q,ll,i 1 L... 1._........ 14 4 5 x 25" x 25" d, — - d' 4 d d _ Q i1 2 #5 CONT. W/ 3 4 1 _ 11 ° :.,� — _ ', N 4 _�:1=i __O 4 4 1 CORNER BAR, ONE 3-1/2" CONC. SLAB I _ � , 8 4 MUDDED i " '� I I III, �- I L _ — I_L FLOOR CLEAN , 1 �. o: '.., d... � J . ,,,,_COVER �, 1� FOR EA. HORIZONTAL w/ FIBERMESH SLOPE i I �� - — — — -- — — I 'A a _ — — - --- I __III } �_ 4 . - W/ ° a 4 d REBAR, TYP. U.N.O. REINF. AND 6 MIL I -- — __ — w ° SLOPED COMPACTED _ ,,,, , (2) #5 BENT BARS 4 �; 11 I —� — __. ..__ 4 Z I—_.III_-1 Io ; �- w n �.rr� _ _ ..,ate .� ! ---MIN. 25" LAP SPLICE 4 Q 4 . VAPOR BARRIER 3/4 RECESS -� I — --_ _:.._ _ I- C) c O 4 w p d �, I_ _ _ ........, ... _ I I I— I _ I �....._I • TO DRAIN FILL @ 95/0 - 1 ! 4 ¢ ° i STANDARD !; a'I* I 4 /� _.. ! 2 #5 BARS CONT. —III III—III -I (I — U m - !_..I dd 4. a 4 4 SLOPE 1/4 W/ 3" COVER TYP. V-4" CLEAN COMPACTED L.L :V DENSITY 8" x 12" THICKENED —. 1'-411 SLAB w/ 1 #5 CONT. I III O (2) #5 CONT 1 16 MIN. 4 4 d . 4 : e PER FOOT FILL @ 95 /o STANDARD (2) #5 REBAR I ,L_ VERIFY W/ DETAILS FOR REQUIRED y .a'4DENSITY I a� W/ 3" COVER. L�:._.: I III I STEEL AT 2 STORY LOCATIONS a Z U 811 PER MFG. 4. a .d . 0�w . WHERE 2ND STORY OCCURS, FTG SPECS 4 d cn O SHALL BE 1'-4" WIDE w/(3) #5 BARS VERIFY W! DETAILS FOR REQUIRED STEEL AT 2 STORY LOCATIONS EXP JOINT 8 r■w d Ld ��FO 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" = V-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =V-011SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0"_ r � J SEE ELEVATION O Z Q aC 0 _� W FILLED CELL WOOD POST SEE I W r FLOOR PLAN FOR SIZE I 0 z 06 ------- --� 4" AND BASE CONNECTION I I Q Z < GARAGE TOP COURSE TO BE 0 Z J TOP VIEW CORNER — — --� CHAIR BLOCKS. ENTIRE w O BASE TO BE FILLED Z � v SOLID 1 1 F- O • I- U GARAGE WALL CMU BASE w/ (1) #5 1 ® 1 16 VERTICAL @ EACH 1 CORNER. SEE fLR. Z LU n Z " LAB w/ DRIVEWAY BY PLAN FOR BASE tug 31/2 CONC. S 1 1 d FIBERMESH REINF. OVER BUILDER- SIZE > 6 MIL VAPOR BARRIER CONCRETE OR ' 1 w ~ 411 PAVERS SEE FOUNDATION 1 w O co FOR PAD SIZE Q W O U. CONC. SLAB OR 1 ' ? _ — •. /, PAVERS PER PLAN 1 05 __III :III II IIL.. IILIJ III 0 CL CLEAN COMPACTED III III 8' x 8' THICKENED .! ti.., �r,....� FILL @ 95% STD. EDGE w/ (1) #5 Z DENSITY CONT. 0 Q 0 O F13 THICKENED EDGE F15 FRONT BASE NOT USED p z GARAGE DOOR SCALE: 3/4"=1'-0" COLUMN DETAIL SCALE: 3/4 1'-0" Z V Q Z>0 _ 0 W J �Ww 0 0�1:W0 11 FINISH PER 8" C.M.U. FINISH � H �0 LU U) 3-1/2 CONC. SLAB PER ELEV. PVC OR SCH40 LLJ IM ELEV. TOP (2) #5 x 4'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 CD 0 Z _ w/ FIBERMESH FINISH FLOOR CENTERED AT PIPE SLEEVE REINF. OVER 6 MIL FINISH FLOOR PENETRATION CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE W PENETRATION p J V VAPOR BARRIER PENETRATING v� W i' Z O PENETRATING PIPE • __ _.. I..! I_.... �......__ .. ' ::- I_ Imo:-- 4 PIPE � O . 4GRADE LOOP TIE TYP. p FE — FQ IL I IU CL CLEAN COMPACTED _ ii . I L._I. L.ml ,�. _ _ 0 4 —_—III- a 4 I—I FILL -- ,.. z z I _ I _ — — .- d d = I- — .a , 1— I STRUCTURAL ENG CFG /BED _ _ III . LL . _..I I = �. _ —• ,— ,— �,' � Q DRAFTING: I -- - Iii I PVC SLEEVE MIN. , -- I = I =1 1-- FOOTING FOOTING PER -SEE FDN PLAN I -I - - =mm-1 I=I (= I 1=1 I I— I 1 I I-1 Z STRUCT: LA --- - --- LL DIAMETER TO BE 2 - PER PLAN PLAN - --- PVC SLEEVE 1 III_, . FOR SIZE - III ,. I I (1--- —I � � -- PIPE SIZES LARGER SEE FDN. ��u..��N — QC CHECK: CC THAN THEJ� DE VIEW FRONT VIEW I (:_.. REINF. I -SIZE & REPLAN INF. I� SA,"OB JOB No --- TM - 2142487 -- PENETRATING PIPE SCALE: AS INDICATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND`rU _ - -- DATE: 01/30/2015 F14 TYPICAL FOUNDATION #15-824v," PENETRATIONS SCALE: 3/4"=1'-0 SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 2x6x12 P.T. — CENTER BUCK I 1 I 3/8" DIA. ANCHOR — 2 X 4 P.T. TOP BUCK OF OPENING 2x6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) START BOLTS AFTER GARAGE CURB (8" MAX.) D02 GARAGE DOOR 12 (TYP) SEE ELEV. I, EXTERIOR SHEATHING ATTACHED \ PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OTHERWISE SP2 CLIPS AT TOP AND, SP1 CLIPS AT BASE ARE REQUIRED. 2x BLOCKING -- - 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EACH END TOP KNOCK OUT COURSE W/ (1) #5 CONT. --� CMU /F1 KNEEWALL ABOVE PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 TOP PLATE MIN 2x4 STUDS @ 16" O/C IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. AND EXTERIOR SHEATHING INSTALLED PER NAILING PATTERN I� 7CRICKET AS REQUIRED -MAIN SPAN ROOF TRUSS _UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x TOP PLATE 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W STRUCTURAL ` (2) 2x TOP PLATE TAPCONS (2) 2x #2 SYP SHEATHING SHEATHING ON BOTH 3/16" X 3" PER PLAN SHEATHING SEE PLAN FOR SIDES FROM TOP OF CLIP EACH TRUSS PER PLAN I BEAM SIZE SEE ROOF PLAN PLATE I OF WALL TO BOTTOM OF — 2X8 W/ (2) 16d WALL. ATTACHED PER FOR TYPE NAILING SCHEDULE CLIP EACH TRUSS OTHERWISE SP2 CLIPS BUILDER FRAME NAILING SCHEDULE COURSE SEE ROOF PLAN RADIUS AS REQ'D OTHERWISE SP2 CLIPS FRAME OUT TO I FOR TYPE AT TOP AND SP1 CLIPS 4FO KNEEWALL AT BLOCK EDGE W VF01 KNEEWALL AT ENTRY EACH END AS REQ'D FRAME OUT TO - 2x4 SPF CONT, BLOCK EDGE (2) 2x TOP PLATE 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W STRUCTURAL ` (2) 2x TOP PLATE TAPCONS (2) 2x #2 SYP (2) 2x #2 SYP SHEATHING ON BOTH 3/16" X 3" BEAM SIZE 1 SEE PLAN FOR SIDES FROM TOP OF ,--WITH STUDS @ 16" O.C. 2x PT BOTTOM I BEAM SIZE WALL TO BOTTOM OF PLATE I OF WALL TO BOTTOM OF — 2X8 W/ (2) 16d WALL. ATTACHED PER BEAM. ATTACHED PER NAILING SCHEDULE LINTEL OR OTHERWISE SP2 CLIPS BUILDER FRAME NAILING SCHEDULE COURSE AT BASE ARE REQUIRED RADIUS AS REQ'D OTHERWISE SP2 CLIPS MASONRY I WALL AT TOP AND SP1 CLIPS 4FO KNEEWALL AT AT BASE ARE REQUIRED W VF01 KNEEWALL AT ENTRY 2x4 SPF #2 KNEE WALL - WITH STUDS @ 16" O.C. w/STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE �I I (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (2) 2x PLATE I I I �— BUILDER FRAME RADIUS AS REQ'D VFO KNEEWALL AT ENTRY STRUCTURAL SHEATHING CLIP EACH TRUSS - SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE L C W Lo N Q D c ` (2) 2x TOP PLATE TAPCONS (2) 2x #2 SYP # ROWS SEE PLAN FOR 3/16" X 3" BEAM SIZE 1 2x4 SPF #2 KNEE WALL 3/16" X 3" ,--WITH STUDS @ 16" O.C. 2x PT BOTTOM w/ STRUCTURAL 3/16" X 3" SHEATHING FROM TOP PLATE I OF WALL TO BOTTOM OF — 2X8 W/ (2) 16d WALL. ATTACHED PER PRECAST NAILING SCHEDULE LINTEL OR OTHERWISE SP2 CLIPS KNOCK OUT AT TOP AND SP1 CLIPS COURSE AT BASE ARE REQUIRED BLOCKING ATTACH TO 1/2"x8" ANCHOR BOLT MASONRY OR TITEN HD @ 32" O.C. WALL & 6" FROM EACH END 4FO KNEEWALL AT ENTRY L C W Lo N Q D c BUCK DETAIL SCALE: 3/4" =1'-0" MASONRY WALL SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" _ Uv �rrrtlui��i�w'o� a N 2 2x TOP PLATE •, ,, ` � ���® � O (2) 2x PT BUCKS PRECAST LINTEL PROVIDE STANDARD HOOK �, o•o•o•••"ow•®®®ice W o w/ 1/2" O.S.B. BETWEEN ®•s% .. Q z (1) #5 IN TIE BEAM ., NOTES: NAIL SCAB TO TOP CHORD" • ' z Ak THREADED ROD PER PLAN MIN. I TYPICAL TIE BEAM w/ 3000 WITH (4) 0.131" x 3 1/4" NAILS �' — — — — — w �� p 6" FROM END OF CMU 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM '+�' , Q TO 2010 FBC- R > :+ `C • p psi CONC. w/(1) #5 REBAR CONT. �... � • � ADD 2x4 VERTICAL SCAB IN I _ _ _ _.... �� •�;<,,: • _i STD HOOK U) 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND — — — _ ®� o«�" oo�® ~ EACH TRUSS IF NO WEB IS ' to � INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY II I 1 #5 BAR IN PRECAST LINTEL REFER TO PLAN FOR PRESENT Oi ADDITIONAL WALL FRAMING I a W/ (1) ROW OF 3/16"X4" TAPCONS 6 FROM ENDS AND II INFORMATION I IF DB �4NAILER z E 2'I TAPCONS' > BUCKC. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF (3) 0.131" x 3 1/4" NAILS TYPICAL (2) #5's VERTICAL IN USE 1 AT EACH TRUSS o7 GROUT FILLED CELL TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT I z O O BLOCKING AS SPECIFIED 2x4 'X' BRACE ACROSS LENGTH II psi CONC. w/(1) #5 REBAR VERT. NAILS OR EQUIVALENT, STRUCTURAL OF SHEARWALL (1) #5 VERTICAL IN ¢ U IN BEARING WALL SCHEDULE VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY II GROUT FILLED CELL (IF a'�,, LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH ) w Q REQ'D PER PLAN NAILER TO MASONRY (3) 0.131" x 3 1/4" TOE NAILS i i ENTIRE COLUMN TO ` ` o ADDED 'NAL 2x WOOD BUCK MATERIAL MAY BE 4. ADDITIONAL I 3 ROWSF EXISTINGTO 0d x3 NABLS STAGGEREUCKED D 12 O.C. 'I BE GROUT FILLED ° , USE 2x4 NG BETWEEN CMU WALL AS REQ'D PER PLAN O@ TRUSSES TIOENAILED TO SEE PLAN a M U z ".. C "0 (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL i I I (4) EQ. SPACED 1/2" TITEN HD TO CMU WALL ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK I" OR 3 1/2" EMBEDMENT FOR SOLID 1E BLOCK. MAX. 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS W TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" z 2 2x8 3/16" X 3" J z W M (SEE PLAIN) — 2X8 W/ (2) 16d 7/16" O.S.B. Q ~ OU END LOCATION --/ � W U WX i � W > W w/ (2) - BLOCKING ATTACH TO 8d EACH END 7/16" OSB W/ (2) 8d NAILS W 7/16" OSB EA. SIDE, W/ SIDE &TOP NAIRTO L END VIEW W MD04FOR MORE INFO. EACH END W - 2x4 SPF CONT, BLOCKING ATTACH TO 7/16" OSB wl (2) J J W 8d NAILS - 7/16" USB EACH SIDE, BUCK DETAIL SCALE: 3/4" =1'-0" MASONRY WALL SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" _ Uv �rrrtlui��i�w'o� a N 2 2x TOP PLATE •, ,, ` � ���® � O (2) 2x PT BUCKS PRECAST LINTEL PROVIDE STANDARD HOOK �, o•o•o•••"ow•®®®ice W o w/ 1/2" O.S.B. BETWEEN ®•s% .. Q z (1) #5 IN TIE BEAM ., NOTES: NAIL SCAB TO TOP CHORD" • ' z Ak THREADED ROD PER PLAN MIN. I TYPICAL TIE BEAM w/ 3000 WITH (4) 0.131" x 3 1/4" NAILS �' — — — — — w �� p 6" FROM END OF CMU 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM '+�' , Q TO 2010 FBC- R > :+ `C • p psi CONC. w/(1) #5 REBAR CONT. �... � • � ADD 2x4 VERTICAL SCAB IN I _ _ _ _.... �� •�;<,,: • _i STD HOOK U) 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND — — — _ ®� o«�" oo�® ~ EACH TRUSS IF NO WEB IS ' to � INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY II I 1 #5 BAR IN PRECAST LINTEL REFER TO PLAN FOR PRESENT Oi ADDITIONAL WALL FRAMING I a W/ (1) ROW OF 3/16"X4" TAPCONS 6 FROM ENDS AND II INFORMATION I IF DB �4NAILER z E 2'I TAPCONS' > BUCKC. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF (3) 0.131" x 3 1/4" NAILS TYPICAL (2) #5's VERTICAL IN USE 1 AT EACH TRUSS o7 GROUT FILLED CELL TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT I z O O BLOCKING AS SPECIFIED 2x4 'X' BRACE ACROSS LENGTH II psi CONC. w/(1) #5 REBAR VERT. NAILS OR EQUIVALENT, STRUCTURAL OF SHEARWALL (1) #5 VERTICAL IN ¢ U IN BEARING WALL SCHEDULE VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY II GROUT FILLED CELL (IF a'�,, LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH ) w Q REQ'D PER PLAN NAILER TO MASONRY (3) 0.131" x 3 1/4" TOE NAILS i i ENTIRE COLUMN TO ` ` o ADDED 'NAL 2x WOOD BUCK MATERIAL MAY BE 4. ADDITIONAL I 3 ROWSF EXISTINGTO 0d x3 NABLS STAGGEREUCKED D 12 O.C. 'I BE GROUT FILLED ° , USE 2x4 NG BETWEEN CMU WALL AS REQ'D PER PLAN O@ TRUSSES TIOENAILED TO SEE PLAN a M U z ".. C "0 (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL i I I (4) EQ. SPACED 1/2" TITEN HD TO CMU WALL ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK I" OR 3 1/2" EMBEDMENT FOR SOLID 1E 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" 12" O.C. 2 @ EACH SUCCESSIVE BUCK DOUBLE TOP PLATE WITH It I = ° 0.131"x3 1/4" NAILS 4" O.C. 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR @ RTHE EQUIREMENTS ONES ING IF (FASOW TENING) ARE MET MANUFACTURER AND PLAN TRUSS (AS NOTED) - Ir I — — _ — 0 Ui'I nl � U DBL TOP PLATE z' 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO NOTE: ALL HOOKS AND SPLICES TO BE 0 • � 4 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16 O.C. FASTEN WINDOW FRAMED WALL CONSTRUCTED AND SIZED PER NOTES D�-O TO 2x PER WINDOW MANUFACTURER'S SPECS p z — D01 'VERTICAL REINFOMANGLU �D03 BEARING/SHEAR WALL T CMU PT BASE PLATE MDO 2x BUCK DETAIL W01 CONNECTION OF PERP. DETAIL SCALE: 3/4"=1'-0 WALL CONNECTION DETAIL SCALE: 3/4"=1' SCALE: 1/2"=1'-°" SHEARWALL TO TRUSSSCALE:3/4°=1'-0" z ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER Q J (D (3 PLAN FOR NAILING SPECS ROOF DECK- SEE A ROOF SHINGLES: ROOF TILES: U) (A ZPB* PRECAST LINTEL, TYP. NOTE: CUT BACK 2X8 P.T. @ VALLEY FRAMING B 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES p W — RECESS WHEN REQ'D TOP TO ALLOW CONT. 2X4 FRAMINGCDETA HEADER 2x BLOCKING BETWEEN TRUSSES DTL CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS z BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6 O.C. ON 43# FELT (ASTM D 228 TYPE I S MASONRY WALL 2. SECURE w/(4) NAILS EACH ) O — „� viT MIN. 2 TAPCON ANCHORS PER SEE PLAN 2X8 LINTEL (3) 16d COMMON NAILS (TYP.) (SEE PLAIN) — 2X8 W/ (2) 16d 7/16" O.S.B. TOE NA LS EA. EA. SIDE END LOCATION --/ 2X BLK'G. TO 2X4 SPF CONT.LTIO.S.B. w/ (2) - BLOCKING ATTACH TO 8d EACH END 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ SIDE &TOP NAIRTO L END VIEW 2X BUCKS, SEE MD04FOR MORE INFO. EACH END (2) LAYERS OF 3/4" CDX PLYWOOD �� ' 3. MEETS UL R2453 PROGRAM 3. USE 19/32 OSB OR CDA SHEATHING U Q Z g GLUED AND NAILED AT 6" O.C. '' $ 26 GA. GALV. FLASHING: O 1 -- STAGGERED (TYP. ARCHED RAFTER) - ' -; .- , p A B c 1. G-90 GALV. COATING w J ' "+ ii,� ' i 2. MEETS ASTM A527 _ U v NOTE: �,�i /J ��� A (n pZ PRE -ENG. COMMON TRUSSES MAY BE i;%` ��� A 3. REGULAR POLYESTER ~ �/ Z < • " f ��� �/ 4. 1.0/0.5 MIL w/ PRIMER H W 0 USED ILO. CURVED TRUSS ` ���� �, 5. MIN. THICKNESS 0.0187 IN. 3 W Z (LUSEE SEE ��� 6. CHROMATE TREATMENT I . PLAN) SEE FRONT ELEVATION z W Z Z FOR WINDOW TYPE % / ';' HURRICANE ANCHOR AT EACH z � TRUSS (REFER TO ROOF PLAN) W 0 ;.%�' NOTE: ROOF SHEATHING MUST 1-- rn 7/16" O.S.B. A O EA. SIDE NOTE: USE SIMPSON H3, ;: ', BE APPLIED AND FASTENED TO Q 2X STUDS @ 16 O:C. FOR,KNEE WALL V T H4 OR H5 AT EACH END A`" s,% ', BASE TRUSS PER PLANS BEFORE ll �I I ELEVATION VARIES U W 2X BLK'G. O PRE ENGINEERED ROOF O LSTA18 @ 32" O.C. STUD TO PRE -ENG d OF TRUSS/RAFTER ; ,� ,r � ,.r, � ," DORMER FRAMING IS INSTALLED. °' TOP OF MASONRY z W O.S.B. w/ 2) - TRUSS BELOW TRUSS, SLIT ROOF SHEATHING FOR 8d EACH (TYPICAL) ''' `` ' ' STRAP ALUM. DRIP EDGE Ll (11 2X4 WD STUD CRIPPLE PRE -ENG. WD � AT 16"O.C. cc CONT. ROOF SHEATHING NAIL PER TRUSS, 24" O.C. 2x CONT. SUBFASCIA O END VIEW 2x4 PLATES OVER ROOF i; /' PLAN R-30 INSULATION DECK - SEE DETAIL BELOW VENTED ALUM. SOFFIT O FOR FASTENING SPECS DOUBLE TOP PLATE O PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL z EACH END TO TOP CHORDS OF 1x2 PT NAILER Q TRUSSES BELOW WHEN BOTTOM PLATE TYP. SINGLE O DOES NOT LINE UP ABOVE TRUSS TIE -BEAM w/ (1) #5 p 0 BELOW AND CONNECT w/ HTS20 @ 32" CONT. GROUT z VF01 ARCH WINDOW FRAMING DET. (DF01 DORMER FRAMING & BOTTOM SOLID Q SCALE: 1/2" =1'-°„ PLATE CONN . DETAIL SCALE: 3/4" =1'-0" _ M �� WOOD FRAME & CMU PRECAST CONC. OR POWERS REFER TO ELEV. W STEEL SILL TYP. @ALL FOR OVERHANG W 0 V WINDOWS WINDOW PER > z Z > O IF A/C IS SUSPENDED FROM TOP FLOOR PLAN U) 0 W J PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING r= — W j CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED W GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, p a/ (1) SPH4 EVERY OTHER STUD COMPANY SEE SPEC.'S BARRIER W/ R4.1 INSUL 1/ 2" MIN. THK. ON 0 O 0 PLAN STANDARD TRUSS BETWEEN 3/4 P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES FURRING 3 24" O.C. Z 2 R TOP OF CHIMNEY SHALL BE A MINIMUM CD W m 8d RING SHANK NAILS @ 4' O.C. ON EDGES AND 12" OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD TRUSS WEBS NOT '.' VERT REINF. BEYOND � 0 = Z OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING ,�� SHOWN FOR CLARITY p 1.— J V —8x8x16 CONC BLOCK C.) 2X4 VERTICAL 24" O.C. / CONC. SLAB - � Q Z = SEE FOUNDATION W W Q — — — — — _ — — 2x4 #2 SYP CROSS PLAN FOR MORE MAX. PROVIDE (4) 10d NAILS r— — I. W 0 BRACING (AT 45°) W/ INFO TO BOTTOM CHID & (3) 10d + + 2x4 #2 SYP RAT RUN I I (3) 12d NAILS TO RAT MAIN FLOOR CL NAILS TO TOP CHORD + TOP AND BOTTOM MIN I I RUNS. TYP EACH SIDE =° �., ELEV 0'-0" (2) BAYS PAST A/C I A/C UNIT AND PAN I •� LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" _ cn (4) 16d COMMONS NAILED @EACH END LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE _ _ _j , STRUCTURAL ENG: CFG / BED TO EACH TRUSS. TYP I I DISPOSAL BY A/C I I- Q DRAFTING GALV. FLASHING + + EACH SIDE I I SUPPLIER III -III z + =1STRUCT: LA CONNECTION TO BE I I= _ v� wn - + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED— — _— _— _— T _— _— SUPPLIED BY A/C (I_ SAIqW QC CHECK: CC 2X4 BLOCKING W/ (2) 16d ++ TO VERTICAL 2X4's STANDARD TRUSS i COMPANY ORO JOB No. TM - 2142487 COMMONS END NAILED TO VERTICAL 2X4's BOTTOM CHORD �_ SEE SHEET SD1 c-6qR-gyp,'"� ' SCALE: AS INDICATED 2 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS BLOCKING UNDER A/C SUPPORTS O DATE: 01/30/2015 a + SIMPSON A34 OR LUS24-2 EACH'� 5 �. 8 24 �M01 CHIMNEY PRE-ENGINEERED TRUSS (TB01 A/C IN TRUSS END4"SO TYPICAL WALL SECTION _ SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SD2 FRAMING DETAIL SCALE. 3/4 -1-0 CMU WALL -SINGLE STORY 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. (3) 16d COMMON NAILS (TYP.) HEADER PER f LOCATION --/ 2x w/ (2) 16d TOE NAILS EACH END - 2x4 SPF CONT, BLOCKING ATTACH TO 7/16" OSB wl (2) 8d NAILS - 7/16" USB EACH SIDE, w/ 6d NAILS((pp�� 16" O.C. NAILER TO SIDE & TCSP 2x BUCKS, (2) LAYERS OF 3/4" CDX PLYWOOD �� ' 3. MEETS UL R2453 PROGRAM 3. USE 19/32 OSB OR CDA SHEATHING U Q Z g GLUED AND NAILED AT 6" O.C. '' $ 26 GA. GALV. FLASHING: O 1 -- STAGGERED (TYP. ARCHED RAFTER) - ' -; .- , p A B c 1. G-90 GALV. COATING w J ' "+ ii,� ' i 2. MEETS ASTM A527 _ U v NOTE: �,�i /J ��� A (n pZ PRE -ENG. COMMON TRUSSES MAY BE i;%` ��� A 3. REGULAR POLYESTER ~ �/ Z < • " f ��� �/ 4. 1.0/0.5 MIL w/ PRIMER H W 0 USED ILO. CURVED TRUSS ` ���� �, 5. MIN. THICKNESS 0.0187 IN. 3 W Z (LUSEE SEE ��� 6. CHROMATE TREATMENT I . PLAN) SEE FRONT ELEVATION z W Z Z FOR WINDOW TYPE % / ';' HURRICANE ANCHOR AT EACH z � TRUSS (REFER TO ROOF PLAN) W 0 ;.%�' NOTE: ROOF SHEATHING MUST 1-- rn 7/16" O.S.B. A O EA. SIDE NOTE: USE SIMPSON H3, ;: ', BE APPLIED AND FASTENED TO Q 2X STUDS @ 16 O:C. FOR,KNEE WALL V T H4 OR H5 AT EACH END A`" s,% ', BASE TRUSS PER PLANS BEFORE ll �I I ELEVATION VARIES U W 2X BLK'G. O PRE ENGINEERED ROOF O LSTA18 @ 32" O.C. STUD TO PRE -ENG d OF TRUSS/RAFTER ; ,� ,r � ,.r, � ," DORMER FRAMING IS INSTALLED. °' TOP OF MASONRY z W O.S.B. w/ 2) - TRUSS BELOW TRUSS, SLIT ROOF SHEATHING FOR 8d EACH (TYPICAL) ''' `` ' ' STRAP ALUM. DRIP EDGE Ll (11 2X4 WD STUD CRIPPLE PRE -ENG. WD � AT 16"O.C. cc CONT. ROOF SHEATHING NAIL PER TRUSS, 24" O.C. 2x CONT. SUBFASCIA O END VIEW 2x4 PLATES OVER ROOF i; /' PLAN R-30 INSULATION DECK - SEE DETAIL BELOW VENTED ALUM. SOFFIT O FOR FASTENING SPECS DOUBLE TOP PLATE O PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL z EACH END TO TOP CHORDS OF 1x2 PT NAILER Q TRUSSES BELOW WHEN BOTTOM PLATE TYP. SINGLE O DOES NOT LINE UP ABOVE TRUSS TIE -BEAM w/ (1) #5 p 0 BELOW AND CONNECT w/ HTS20 @ 32" CONT. GROUT z VF01 ARCH WINDOW FRAMING DET. (DF01 DORMER FRAMING & BOTTOM SOLID Q SCALE: 1/2" =1'-°„ PLATE CONN . DETAIL SCALE: 3/4" =1'-0" _ M �� WOOD FRAME & CMU PRECAST CONC. OR POWERS REFER TO ELEV. W STEEL SILL TYP. @ALL FOR OVERHANG W 0 V WINDOWS WINDOW PER > z Z > O IF A/C IS SUSPENDED FROM TOP FLOOR PLAN U) 0 W J PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING r= — W j CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED W GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, p a/ (1) SPH4 EVERY OTHER STUD COMPANY SEE SPEC.'S BARRIER W/ R4.1 INSUL 1/ 2" MIN. THK. ON 0 O 0 PLAN STANDARD TRUSS BETWEEN 3/4 P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES FURRING 3 24" O.C. Z 2 R TOP OF CHIMNEY SHALL BE A MINIMUM CD W m 8d RING SHANK NAILS @ 4' O.C. ON EDGES AND 12" OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD TRUSS WEBS NOT '.' VERT REINF. BEYOND � 0 = Z OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING ,�� SHOWN FOR CLARITY p 1.— J V —8x8x16 CONC BLOCK C.) 2X4 VERTICAL 24" O.C. / CONC. SLAB - � Q Z = SEE FOUNDATION W W Q — — — — — _ — — 2x4 #2 SYP CROSS PLAN FOR MORE MAX. PROVIDE (4) 10d NAILS r— — I. W 0 BRACING (AT 45°) W/ INFO TO BOTTOM CHID & (3) 10d + + 2x4 #2 SYP RAT RUN I I (3) 12d NAILS TO RAT MAIN FLOOR CL NAILS TO TOP CHORD + TOP AND BOTTOM MIN I I RUNS. TYP EACH SIDE =° �., ELEV 0'-0" (2) BAYS PAST A/C I A/C UNIT AND PAN I •� LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" _ cn (4) 16d COMMONS NAILED @EACH END LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE _ _ _j , STRUCTURAL ENG: CFG / BED TO EACH TRUSS. TYP I I DISPOSAL BY A/C I I- Q DRAFTING GALV. FLASHING + + EACH SIDE I I SUPPLIER III -III z + =1STRUCT: LA CONNECTION TO BE I I= _ v� wn - + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED— — _— _— _— T _— _— SUPPLIED BY A/C (I_ SAIqW QC CHECK: CC 2X4 BLOCKING W/ (2) 16d ++ TO VERTICAL 2X4's STANDARD TRUSS i COMPANY ORO JOB No. TM - 2142487 COMMONS END NAILED TO VERTICAL 2X4's BOTTOM CHORD �_ SEE SHEET SD1 c-6qR-gyp,'"� ' SCALE: AS INDICATED 2 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS BLOCKING UNDER A/C SUPPORTS O DATE: 01/30/2015 a + SIMPSON A34 OR LUS24-2 EACH'� 5 �. 8 24 �M01 CHIMNEY PRE-ENGINEERED TRUSS (TB01 A/C IN TRUSS END4"SO TYPICAL WALL SECTION _ SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SD2 FRAMING DETAIL SCALE. 3/4 -1-0 CMU WALL -SINGLE STORY 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. SIN DIA BE) PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 16( NAILS GABLE TRUSS TO PLT.@12" 0.1 MAX. CMU WALL C LINTEL BELC SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION 31MPSON A23 @ EACH 3RACE TO PLATE 1/2" J -BOLTS w/ WASHERS (MIN. 6" EMBED) MIN. 6" FROM EACH END AND 32" O.C. MAX. HGA1OKT @ 32" O.C. TIE BEAM COURSE w/ (1) #5 CONT. CMU WALL CONNECTION SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL 2x4 OUTLOOKERS @ 24"o.c. MAX. SHEATHING PER2'-0" MAX. PLAN ATTACH PER NAILING SCHEDULE a TRUSS BOT. CHORD --� SHEATHING PER (1) 2X4 BRACE 7'-0" < H z 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H z14'-0" PLAN. TOP OF WALL TO BOTTOM p END NAILq OUTLOOKER 2X TOP PLATE TO GABLE —� W/(2)16d NILS TO TRUSS DBL. 2X8 SIMPSON H10A TOP PLT. DIAGONAL TO 2x8 #2 SPF STUDS AT 16" O.C. OU 4. TOP PLT. 2x4 STUDS @ 24" O.C. w/ PRE -ENG. ROOF TRUSS 2X8's@16" O.C. ' w/ PLYWOOD SHEATHING FALSE BEAM COVERING (TYP.) FRAME WALL CONNECTION -9"MAX, A35 DIAGONAILITO 0 a TRUSS BOT. CHORD --� 4'-8" < H :�= 7'-0" (1) 2X4 BRACE 7'-0" < H z 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H z14'-0" STRONGBACK W/ (1) 2X4 BRACE TOP OF WALL TO BOTTOM p STRONGBACK W/ (2) 2X4 BRACE 2X TOP PLATE TO GABLE —� END W/ 16d NAILS @ 6" O.C. FRAMING FOR FALSE ----� 2x8 #2 SPF STUDS AT 16" O.C. OU 4. BEAM, IF REQ'D 2x4 STUDS @ 24" O.C. w/ SINGLE BASE & TOP PLATE VERIFY IF w/ PLYWOOD SHEATHING FALSE BEAM COVERING IS REQ'D CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 1 GABLE END @ FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR CONNECTION DETAIL SCALE: 3/4"= 1'-0" FOR ADDITIONAL INFO AS REQ'D 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @6"O.C. (5) 16d NAILS J BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. MAX. 45° FROM HORIZONTAL (+/- 10') BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SIMPSON H10A DIAGONAL TO BLOCKING REFER TO PLANS FOR f EXACT SIZE OF O.H. 1'-4" MAX. CUNT. 2X4 2X4'S @ 24" O.C. — GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING — PRE ENG. TRUSS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' /2" GYP. BOARD CEILING NAILER AS REQ'D. — 1/2" GYP, BOARD ON PT, FURRING 2X4 BLOCKING@EA. OUTLOOKER (ROOF SHEATHING SPAN TO BE 2'-0" MAX.) END NAIL W/(2)16d NAILS EA. END (2)16d NAILS PLT. TO STUD TOP & BOTTOM(TYP.) (END NAIL PLTS. TO STUD) -SIMPSON H-10(TYP.) 72�2X FACIA, END NAIL W/(2)16d NAILS@EA. \ OUTLOOKER `- HOLD WALL DOWN 3-1/2" FOR OUTLOOKERS SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE — TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THK. 1/2" x 8" J -BOLT @ 32" O.C. AND 6" FROM EACH END w/ NUT & WASHER ,—CMU WALL BELOW ,,-MSTAM-24 TYP. EACH SIDE OF EACH STUD. REFER TO WALL SPLICE DETAIL FOR FLASHING REQUIREMENTS (MSTA M -12's MAY BE USED AT ENDS WHERE HEIGHT IS LIMITED) NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM E04 GABLE END @ VAULTED VAULTED CEILING SCALE: 3/4" -0" ?Xd ATTACHFn Tn FA GARI F 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. w/ (2) 12d END NAILS @ EACH END TRUSS TRUSS :- DTC CLIP, (2) 8d NAILS INTO MASONRY WALL BLOCKING, (2) 1/4"x 2 3/4" TAPCONS IN CMU. OR OR LINTEL SEE ;< SIMPSON META16 PLAN STD CONDITION @ CMU 2x4 BLOCKING (2) 12d NAILS, ROOF SHEATHING TOENAILED @ EACH END.AT 24" O.C. PER PLAN (2) 16d TOE NAILS TRUSS PER PLAN BRACE TO LEDGER DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP Wuo I— `" Q 0 co @ EACH WEB PLATE Z z 0z — DOUBLE TOP PLATE LU EXTERIOR SHEATHING. LU Z 2 WATTACH PER PLAN FROM W U 0 a UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :�= 7'-0" (1) 2X4 BRACE 7'-0" < H z 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H z14'-0" STRONGBACK W/ (1) 2X4 BRACE TOP OF WALL TO BOTTOM p STRONGBACK W/ (2) 2X4 BRACE U 2x8 #2 SPF STUDS AT 16" O.C. OU 4. MASONRY WALL y 2x8 #2 SYP PT. BASEPLATE W/ (7 Z V W W OR LINTEL SEE 1/2"x8" ANCHOR BOLT OR TITEN PLAN , HD @ 32" O.C. & 6" FROM EACHj W END m W a o VAULTED CONDITION @ CMU oLU SIMPSON DTC, (2) 8d NAILS W WW INTO BLOCKING, (4) 8d NAILS o TO TOP PLATE o N DTC CLIP, (2) 8d NAL INTO LU W BLOCKING, (2) 1/4"x 2 3/4" F- TAPCONS IN CMU. OR O TRUSS TRUSS SIMPSON META16 OLO%%%J11111111® W o 2x4 SYP #2 BLOCKING, @ 24" O.C. `� l��� �- h w/(2) 12d END NAILS @ EACH END. TRUSS PER PLAN ° ® , O WALL SHEATHING PER PLAN : w°coo du 1 ^°° Z Z LAY 2X4 BLOCKING OVER THE �, ®ffid -• U_ LINTEL PER PLAN a TOP OF THE BOTTOM CHORD. ='"^� 2x WALL, SEE PLAN ;• ATTACH w/ (2) 10d NAILS @ r EACH TRUSS Q STD CONDITION n FRAME WALL BEARING CONDITION CMU WALL J /F06 NON-BEARING WALL CLIP DETAIL CONTRACTOR TOFIDVERIFYWHICH 0 0 CONDITION IS REQUIRED. CONTACT EOR 0 SCALE: 3/4" = V-0" FOR ADDITIONAL INFO AS REQ'D 0 r Z Q GABLE BRACING CHART H GABLE BRACING (+ UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :�= 7'-0" (1) 2X4 BRACE 7'-0" < H z 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H z14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2X4 BRACE 2X4 BRACE IF REQUIRED SEE CHART. 10d COMMON NAILS @ 6.. O.C. GABLE VERTICAL 2ND 2X4 BRACE IF i x REQUIRED, SEE Lail-- � CHART A -A GABLE VERTICAL BRACING Lij CL UQ _ _. O C7 LL 2x6 COLLAR TIE HALF WAY UP 4h+ U HEIGHT OF VALLEY. FASTEN w/ (5) z 10d COMMON NAILS @ EACH END 0, (TYP.) >' 0 O ATTACH 2x6 RAFTER TO 2x8M RIDGE BOARD WITH A35 ON o I w ONE SIDE OF RAFTER. I 2X8 RIDGE LL ATTACH A35 ON ADJACENT I BOARD I U RAFTER TO OPPOSITE SIDE (AS SHOWN) — — — — - 1- '^ FASTEN SYP OR SPF 2X6 (MIN. WIDTH) G o vJ z SHEATHING (THICKNESS PER PLAN) TO 9`��y U) J — PRE-ENGINEERED TRUSS BELOW WITH �y O < WQ S� g 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 P�� z 0L.1 PLATE TO TOP CHORD OF EACH TRUSS J O �i BELOW Q W 0 0 Z� 2x6's @ 24" O.C. MAX. 0 _ .....I FASTEN CONVENTIONAL 2x VALLEY RAFTER I— v)Z FRAMING (OR PRE-ENGINEERED VALLEY L.L TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 0: 16 (41 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT W W •F, EACH RAFTER TO PLATE CONNECTION z W Z o I-- 0 W0 I-- W c)I — (D a Lu CF01 FIELD FRAMED o _ VALLEY DETAIL SCALE: 3/4"=1'-0" O IL 2x CRIPPLES @ 16" o.c. w/ SIMPSON SP2 TYP. TOP AN BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE *WHEN STUD LENGTH 1S LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER I TOP PLATE & NAILED TO HEADER EACH SIDE w/ (11) 1 O NAILS ATTACH JAMB STUDS PER WF08/SD4 I DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) NOTE: CONTRACTOR TO NAIL 1st KING (D STUD INTO HEADER PER HEADER z SCHEDULE THEN ATTACHED Q ADDITIONAL KINGS AS REQUIRED SEE SCHEDULE z 2 -ROWS 12d NAILS STAGGERED W @ 12" O.C. EACH FACE OR Q) 3 -ROWS 12d NAILS STAGGERED M • @ 12" O.C. FOR 2x10 OR z V GREATER HEADER O W O F- W W DOUBLE 2x SYP #2 w/ 1/2" O O FLITCH PLATE HEADER (U.N.O.), 0LU SEE HEADER SCHEDULE FOR w 0 0 CONNECTION INFORMATION z O re W m FILLING AND BLOCKING ASca = Z REQUIRED FASTENED TO p ~ J V HEADER w/ (2) ROWS OF 12d W �- Z 0 i @ 16" O.C. UNLESS NOTED w Q Q = i OTHERWISE = 0 F- 2x STUDS TYP. CL 1/2" THREADED ROD EACH SIDE OF HEADER (CENTERED Win TOP PLATE STRUCTURAL ENG: CFG / BED / OR 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING: EMBEDMENT INTO FOUNDATION ONLY I= O 000 I @ BRG WALL LOCATIONS W/ UPLIFT Q STRUCT. LA p-- QC CHECK: CC ---- - - -- NOTE: FNj PT BOTTOM PLATE �u�Lv�4, W JOB No. TM - 2142487 ALL GABLE BRACING IS TO BE SYP#2 OR BETTER Ln SCALE AS INDICATED 1 DATE. 01/30/2015 GABLE END @ FLAT CEILING (GE02 GABLE BRACING F09 WALL HEADER DETAIL DETAIL SCALE: 1/2" =1'-0" - w/ BOSTON HIP SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" 824 D3S 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 i 2x DBL TOP LU 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" MIN. 15/32" SHEATHING w z Q NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. 3/8"SHEATHING PER X 4'/z' SIMPSON SDS SCREWS @ 16" O.C. MAX. 2 PLATE BEYOND a = „ PLAN ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3/z" p p Q Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3 O.C. CONNECTION PER PLAN H SIMPSON SDS SCREWS @ 16" O.C. MAX. -_ --- - - - - _ -_ - a 3 = - - - W Q NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS W= NAIL Q N IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 TT �� 1T IT��I � d SPACING - Q co of LEDGER W/ (2) 1/4" x 2 3/4" TAPCO,NS AT 12" O.0 I • I II �� II II ®NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS EXTERIOR WALL �� I �� �� ��_ _ �� O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2 A 1/2" OR TRUSS @ 3.. O.C. 2X12 BOX HDR w/ 2x8's TOP & BOT., - - -- - - III I I I I I I I I WALL © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d ° 760 FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 III III II II II I SHEATHING A TO 2X12 AT WALL TO BE FASTENED TO COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM 12 2x4 SYP #2 OR PRE-ENGINEERED 1/2" (— SPLICE, SEE PRECAST LINTEL w/ (2)ROWS STAGGERED � III OPENING III II I I I II SPLICE DETAIL. w w (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. LU ROOF TRUSSES @ 24" O.C. MAX. F- D Z SEE PLAN DESIGNED FOR SHINGLE ONLY III III II 4 II II MAX 1/8" SPACE = cn MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL SEE W BETWEEN U) PLAN I LU Z 2 rA i �ROOF SHEATHING ATTACHED PER PANELS _j W NOTE:�_P. I( I( I I I I I I D O EXTERIOR SHEATHING i -W 0 NAILING SCHEDULE LL pUND III I I I I I I 2x STUDS BEYOND, 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFTNING SEE PLAN FOR W "- RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT TRANSOM OU SIMPSON I( III I I I I I I I O Q� STUD i SLOPE AS REQ'D W w MORE INFO F- H O AS NOTED ON PLANS. SHEATHING SPLICE, WINDOWS SEE O H3 CLIP (4) 10d NAILS FOR CONV. I( I I I I I I I I I w z FRAMED MEMBERS ONLY T 1- -- _-f - I w z BETWEEN EXTERIOR PLAN I Z V W I I I I I I I I I I u¢ SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING & BLOCKING III III I I I I I I I o w O f- GYPSUM 2X6 P.T. SYP. #2 CONT. w/ (2) -J LIJ 2x4 SYP #2 OR _ ( I I I J p STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS I 1/4" X 4" TAPCONS @ 16" O.C. m W FASCIA PER COMMUNITY SPECS U) m REQUIRED BETWEEN STUDS. WALLBOARD a PRE-ENGINEERED ROOF L,.. 1-1-L_. � = IL �� � �� _ - 1L � � �� � �I � U_ N � JOINT, MAX. LINTEL SEE SPACED EVENLY VERTICALLY Q 0 TRUSSES 24" O.C. MAX. 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ O � W 1/8" GAP PLAN • W U) (2) 1/4" X 4'/z' SIMPSON SDS SCREWS@ 16" O.C. MAX FLOOR SYSTEM --_-___ ----__----- NAILING PER O SCHEDULE PKT SGD J W 4-0 MAX ATTACH T.O GABLE END STUDS W/ (2) 1/4" X 3'/z" 2x BOTTOM PLATE 2X8 P.T. SYP. #2 TOP & ��" SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2X4 BLOCKING ATTACH PER MANUF. SPEC'S o MASONRY USE 2x4 PT SYP #2 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ o IF ATTACHING TO 3" O.C. TO 2x6 VERTICALS N LEDGER W/ 1/4' x 2 3/4" TAPCONS AT 12" O C. SHEATHING DIAGRAM (2) 16d NAILS ILLI �/ EACH END _L SDO1 SHED ROOF DETAIL F1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL rPsoi�HEADER SECTION POCKETLL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" co SGD w/ TRANSOM Z w �11111111/���' a. o NOTES: �`` •� e®e-y 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ++.:v •®' ; ®�••`��'�'s,, Q W d 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION v .� % Q Z NOTE: 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) "* " : U • PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/ 1/4' EDGE DISTANCE �' .3 J J PIPE OR DUCT W/ PENETRATION PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x45 �, Q "' Q OF MORE THAN 50% OF TOP LEAST 8'-0" LONG. TYP. PER E AIL SEE TRUSS PLAN • 2x4 #2 SYP BLOCKING -- • e _ ° TO BLOCK OUT TOP PLATE @ 24" O.C. w/ (3) 12d • �: `• �; FOR MORE INFO 14 w• Q PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d @ 3" O.C. ATTACH W/ (2) 10d NAILS O.C. NAILS @ EA. END a,; ® M 0 PSPN516Z W/ 12 16d NAILS TYP. ®i ®•,,. •,• �� -j � 2" EDGE 3" EDGE 5" EDGE ALONG w/ s �• -� O ( ) (SOLID BLOCK w/ 2x6 .•• e TOP & BOT. ) 10d x 3" CONNECTORS ee�e®®•• ®� ` L Z��`� 2x4 STUDS PER DOUBLE 2X4 TOP PLATE W + ++++ + + 2x8 #2 SPF VERTICAL W DOUBLE 10d @ 3" O.C. 10d x 3" - + + � 1181111'i< FRAMING PLAN \ oo TOP SPLICE COMMON � p @ ' O LU z z 4.. 24" O.C. w/ EXTERIOR J \48„ z 3" z Uj w v -' v¢ 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d O M Uj H � (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING 0 g8„ 5 LU 10d x 3" 4 1/2 o v TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS p ' MIN COMMON a @ EACH VERTICAL Z 2x4 BEYOND AGAINST - 10d x 3" x M �•� Yf ` o r. 2x8 STUDS O O SEE PLAN FOR Z cX c7 TRANSOM BETWEEN LINTELS TOP SPLICE COMMON z z w z W � o ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO 1 OP - C7 OPP. SIDE Q Q o Q LINTEL INFO d = U c 0 Z o- CL z a 10d x 3" SLOPE AS REQ'D Q o PLATE W/ 4 16d NAILS 2 ON PLATE W/ (4) 16d NAILS ((2) ON v I I U) cn I I Z _ O (() DOUBLE 2X8 - EA. SIDE) TYP. AT ALL EA. SIDE) TYP. AT ALL c TDP PLATE OPP. SIDE 1/4" #2 3 9/2" TAPCONS @ 12)' W' EXTERIOR CONDITIONS EXTERIOR CONDITION- _ 10d x 3 O 2x8 STUDS PFR �r COMMONqc— 4 01 O.C. SPACED EVENLY 'i9ll CJ FRAMING PL.AN OPP. SIDE CL DISTANCE PER PKT: SGD • VERTICALLY Z C BOTTOM SPLICE DETAIL ATTACHMENT BY 2x6, OVER STUD TOP PLATE TRANSITION _Fn BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d" (2) 2X4's (2) 2X6's (2) 2X8's O �/ 2 ZX COLUMN INSIDE PLY NAILS NAILED AT 8 O/C NAILS @ 4 O.C. TO 2x4 MEMBERS TYP. BRG WALL TOP PLATE SPLICE ( ) STAGGERED. OUTSIDE NAILS NAILED AT 8" OUTSIDE � 4FO „_ WFO 2x BUILT-UP STUD SCALE. 3/4 -1 0 (3) or (4) 2x COLUMN (PS02 SECTION AT POCKET W COLUMN DETAIL SCALE: 3/4 -,-o SLIDER SCALE: 3/4" =1'-0" rY H STRUCTURAL SHEATHING ��� SEE R(?OF SHEATHING, D vJ Z ATTACHED PER NAILING PLAN--__.._ _..._- . __ ._. NAIL PER PLAN (2) 2x TOP PLATE �••� xx � x x �" W ��pr, SCHEDULE \���. DOUBLE TOP PLATE Q (2) 2x BUILT-UP COL. SIMPSON SP4 OR a2S 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O SP2 @ EACH STUD z 1- < e I NAILS EACH END BLOCKING @ Z $ 2x4 #2 SYP CONT. w/ (2) 16d � --_ <` a @ 24" O.C.w/ (2) U Q ip COMMON NAILS EACH STUD OR TRUSS MEMBER, TYP. (MAX.24" w SIMPSON LSTA30 w/ 16d END NAILS _j J PRE-ENGINEERED - - w (22) 10d NAILS (ALL CORNER O.C.). IF MASONRY, USE (2) 1/4" 0 EACH END W J ROOF TRUSS - SEE '' CONDITIONS STRAP _ v TAPCONS w/ MIN. 2" II ,.!—EXTERIOR SHEATHING I-- FRAMING PLAN FOR �' AROUND TALLER STUD) EMBEDMENT @ 24" O.C. SPACING if i; NAIL_ PER PLAN f� Z • - PRE-ENGINEERED ROOF TRUSS -____ SEE FLOOR PLAN FOR O ��Ni SEE PLAN FOR ---- SE! FRAMING PLAN FOR SPACING TRUSS OR ROOF SYSTEM MORE BRG. WALL INFO W W Q F' CONNECTION i x x 0XX_ LLJ I- WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN - _ , /' Q Z O SEE PLAN FOR STUD SIZE & SPACING ;I ' (2) 2x TOP PLATE 4 2X8 #2 SPF VERTICAL @ 24 O.C. � I- W MIN (2) 2x UNDER GIRDER i, DOUBLE 2x BLOCKING w/ MIN W/ EXTERIOR SHEATHING 0 F- v (4) 12d NAILS @ EACH END SEE WF06/SD3 TRUSS U.N.O. I' FOR MORE ATTACHED PER NAILING U I- - (LD02 LEDGER AT LOW ROOF ;; --� INFOR SCHEDULE END (4) 12d NAILS Q W SIMPSON LSTA24 - --�._ %ter_ @ TOP & BOTTOM Z LJ.I SCALE: 3/4" =1'-0" EACH STUD _` p 65 LU �.�,.. 2X BRG WALL., SEE PLAN ---- d 4 2X8 w/ (2) 10d NAILS U) FOR STUD SIZE &SPACING. \\ PLAN � LINTEL SEE @ EACH VERTICAL O MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP - TRUSS U.N.O. SEE PLAN FOR •• PKT SGD PT POST (AS NOTED) CONNECTION w! (2) ROWS OF 10d NAILS CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. ATTACHEDMENT Z SHORT SPAN BEAM INTO LONG SPAN AS - BY BUILDER Q INDICATED ON BEAM SCHEDULE. IF BUCKET O IS INSTALLED THE SHORT SPAN STRAP IS F1 SECTION AT DOUBLE BEARING4F14WALL STEP BEARING (PS03 SECTION AT POCKET o NOT REQUIRED. 0 Z_ __..... EXTERIOR BEAM AS NOTED SCALE: 3/4" = 1'-0" FRAME WALL SCALE: 3/4" = V-0" SLIDER SCALE: 3/4" = V-0" W 11 HTS20 CLIP FROM POST TO BEAM 0) M LAP BEAM PLYS AND NAIL AS SHOWN Q z O (5) 0.131 x 3 1/4" NAILS PER PLY _ O � J HTS20 CLIP FROM POST TO BEAM o-• 2;0., H W LU EXTERIOR BEAM AS NOTED (�\� T -- - ROOF SHEATHING, a��RCgAT ROOF SHEATHING, W � 1 R� FASTEN PER PLAN R� FASTEN PER PLAN H SLI O PLAN VIEW @ TOP OF POST ss Ss 2X8 TO UNDER SIDE 0 F- O — 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + W 2 W PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING z �/ W m LEDGER LEDGER + + U) O = Z Z 0 PROVIDE (4)10d x 3" PROVIDE (4)10d x 3" + + 0 (� � O ABU POST / NAILS AT JOINT NAILS AT JOINT Q Q = 10d NAILS @ 4" O.C. -- 10d NAILS @ 4" O.C. W BASE (AS NOTED) 2X6 FACIA 2X6 FACIA a 5/8" THREADED ROD w/ PER-ENG TRUSSES -- - ( PER-ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL @ U CL o PER PLAN PER PLAN MORE INFO AND LC NUT SET IN ADHESIVE —_-_ SHEATHING ATTACHED SP4 TO EACH OVERHANG 24 O.C. w/ EXTERIOR TRUSS CONNECTION - ----- (2) 8d TOE NAILS TRUSS CONNECTION CONNECTION (2) 8d TOE NAILS I'll4� & (4) N2dLNAILS EACH LE Q STRUCTURAL ENG: CFG !BED PER PLAN TO LEDGER PER PLAN TO LEDGER DRAFTING: 2X4 PT LEDGER w/ (2) TRUSS MEMBER I-' I � SEE FOUNDATION --- ---- - - 2X4 PT LEDGER W/ PLAN FOR ADDITIONAL CMU WALL PER PLAN --�' 1/4"X4" TAPCONS @ 2x FRAME WALL PER PLAN 16d NAILS @ 16" O.C. LINTEL SEE PLAN •I W STRUCT: LA 9 QC CHECK: CC 12" O.C. --_ - - --- -- PKT SGD ATTACHMENT 2x8 w/ (2) 10d NAILS @ � JOB No, TM- 2142487 INFO ��tLC7�NW - CONDITION @ CMU WALL CONDITION @ FRAME WALL BY BUILDER EACH VERTICAL ,SANEORE) = SCALE: AS INDICATED SIDE VIEW @ BASE OF POST �F,1+�� ;. - -_ Q�� �~ DATE: 01/30/2015 (CDO1 CORNER COLUMN FRAMING F11 TRUSS SCAB DETAIL NOT USED rPSO4 SECTION AT S.G.D. SCALE: 3/4" =1'-0° SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SD4 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' i 3/4" SHEATHING 2x STUDS @ 16" O.C. SEE PLAN 2x4 STUDS @ 16" O.C. - SIMPSON LSTA30 STRAP ��< SOLID SHEATHING TYP. (U.N.O.) SHEATHING PER PLAN (MAX 10' ANGLE) W/ (22) 10d S'S'�c @ HEADER 2x4 #2 SYP BLOCKING ATTACH PER NAILING -EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN FT @ 48" O.C. W/ (2) 12d SCHEDULE WALL ATTACH PER NAILING PRE-ENGINEERED ROOF NAILS. BEND STRAP OVER SIMPSON SP4 w/ (6) 10d LL.I � ) 3/4" SHEATHING TYP: 2x4 BOTTOM PLATE TRUSS - SEE FRAMING PLAN TOP PLATE MIN. 3", THEN X 1 1/2" @ 24" O.C. [•- TOENAILS EACH END SCHEDULE 04 2x STUDS @ 16" O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ FOR LOCATION & SPACING 1 RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE `S SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER ATTACH SHEATHING TO "• STUDS/ HEADER U.N.O. ON PLAN 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. FLOOR NAILING 2x4 #2 SYP ANGLE RIBBON BOARD WITH (2) - EXTERIOR SHEATHING FROM " (2) 2X HEADER - SEE 2ND AT 12" O.C. MAXL. SCHEDULE » AGAINST TRUSS ROWS 8d NAILS @ 3" O.C. . TOP OF WALL TO BOT. RIBBON, FLOOR PLAN FOR MIN. VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR ___ _ (4) 16d NAILS RIBBON STAGGER ROWS 1.5" TRUSS STRAP -SEE • NAIL PER PLAN �,_ HEADER SIZE & REQ'D W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, - TO EACH TRUSS SIMPSO FRAMING PLAN FOR JAMB STUDS END STUDS @ 16" O.C. W/ (2) 16d (2) 8d NAILS @ 3" o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS + (2) 2X SILL AT WINDOW w/ 2x / " / CRIPPLE STUDS AT EACH END ' NAILS @EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) NAILED TO STUD PACK w/ 10d NAILS IF HEADER IS UPSET W Z SYS. 42 FLOOR CONNECTOR SCHEDULE FOR EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN ; @ 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: TRUSSES @ 24" CONNECTION SEE CONNECTOR SEE PLAN FOR SIZE » : <n W O.C. (MAX) O.S.B. TO OVERLAP SILL SCHEDUI E FOR AND REQ'D # OF DOUBLE 2X TOP ATTACH SILL w/ (2) 10d TOENAILS (1) 2x SILL PLATE w/ (2) w Z 2 PLATE 1 1/4" (MIN.) GYP. CLG. BD.-- CONNECTION ATTACH RIBBON TO STUDS PLATE AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. '.'.` EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS w - O 1/2" GYP. CLG BD OR a' ::. SHEATHING TO BOTTOM 1/2" GYP. WALL BD. OVER —� --'' 4F 1 2x I T p F= (2) A TYPE "X" WHEN RIGID INSUL. BETWEEN OR BLOCKING (PT IF MASONRY WALL »" KI 4 BUT LESS THAN 6 T O SILL PLATE w/ O W W 8d NAILS @ 3" O.C. WALL 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN IN GARAGE PLATE BEARING DIRECTLY OR FRAME WALL .» DEC NG PER FLOG (2) 10d TOENAILS. (� 2X4 PT SILL PLT. IF KNEEWALL P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STRAP W/ . r NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & /� Z U > 8" CMU WALL 8"CMU (10) 10d TO STUDS & (8) 1/4" X (4) 1/4" X 2 1/4" TITENS IF FLOOR r� «: 4°FT (2) 2x SILL PLATE w/I © U) 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, W Uj 2 -STORY CONNECTION 2 -STORY CONNECTION S1 2 STORY WALL CONNECTION LINTEL COURSE. +• A35CLIPSEACHSIDEw/ + FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON 2x CRIPPLES @ 16" Q.C. °� 0-- 4"S, S 1 USE SIMPSON MSTCM60 • • CONNECTION INFO.. MSTCM60 STRAP w/(20) 16d SINKERS & Q p /� „ _ STRAP W/ (20) 16d SINKERS & ;; w/ (2) 10d TOENAILS T&B p p PARALLEL WALL SCALE: 3/4" =1'-0" PERP. VV!'1LL SCALE: 3/4" = V-0" @ CANTILEVER LEVER SCALE: 3/4 -1-0 (14) 1/4" X 2-1/4" TAPCONS FOR +• (14) 1/4' X 2 1/4 TITENS INSTEAD OF - W (PLYWOOD SHEATHING N TRUSSES 20" TO 26" DEEP '" MSTA36 STRAP (IF TITENS ARE NOT IN "+ REQ'D T&B) O > •' LINTEL COURSE OR INTO FILLED CELL + � WW (IF TITENS ARE NOT IN LINTEL „ + SEPARATE SHEATHING SEE DETAIL WS11/S 5 USE 1/4" X 1 3/4" TITENS) U.N.O. »» o COURSE OR INTO FILLED CELL UNDER WINDOW - --- - - _ FOR MORE INFO USE 1/4" X 1 3/4" TITENS) U.N.O. \ •" " 04 o 2nd FLOOR WALL; SEE PLAN PROVIDE BLOCKING \\\ .» NOTE: FOR MORE INFO SDS = W I CONTRACTOR TO PROVIDE FOR MORE INFO. IF r STRAPS CALLED OUT WITHIN THIS DETAIL ARE \ F- Ily- ADEQUATE WATERPROOFING.SHEATHING IS NOT BELOW JAMBS IF FLOOR .» \\ ONLY REQUIRED WHEN INDICATED AS SUCH ON \ • • LL \ NO CONCRTE SLAB PERMITTED CONTINUOUS TO BOTTOM OF TRUSS IS NOT PRESENT ;; \\ THE STRUCTURAL PLANS OR WHEN THE O \\ • • \ __ ._ ......�__ _.._..__...._ _-_...... \\ STRUCTURAL SHEATHING IS NOT CONTINUOUS FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE"" \ •» \ Z TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO FROM TOP OF WALL TO BOTTOM OF FLOOR ; \ O W SYSTEM AND WHEN 3 OR MORE WINDOWS ARE » • `0%1L11101//''' STRAPS FROM EA. STUD TO ' p o IN A ROW (ONLY JAMB STUDS BETWEEN 2 , P & BOT. RIBBONS, G�1 �' r/®� W TRUSS WINDOWS) CENTER WINDOWS MUST HAVE CONT.'` ., i e+••�••o®•�®� ®-e- Ln W o LSTA30 STRAPS TOP AND BOTTOM AND EACH SEE ARCH DWGS FOR SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE ®®"° ••®� '� Q Z z TOPPING INFO PROVIDE BLOCKING" i ; W U LOAD PLAN FOR MORE INFO ' ® := -j HANDRAIL BY OTHERS BELOW JAMBS L j j - **.,.., • w SO GIRDER / COL. CONNECTION SO HEADER CONNECTION = 0: 40. 0 "_ n J 0 � 3/4" PLYWOOD FLOOR � ••• ` .� ro�:o �� � O DECKING ATTACHED PER @ 2nd FLOOR 2nd FLOOR SCALE: 3/4" = 1'-0" °',� $0 ••••• R ``�� LL SCALE: 3/4 1-0 • cn NAILING SCHEDULE SLOPE SLOPED BALCONY FLOOR ,®®/ P e�x � ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: TRUSS (12" TALL) (60/15/5 MIN. W , 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILEST. X LOADING) W/ LUS26 OR LUS46 PRE-ENGINEERED ROOF 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS TRUSS -SEE FRAMING PLAN TO LEDGER << Sy SIMPSON LSTA30 w/ (22) 2 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE I) FOR LOCATION &SPACING FFT 10d NAILS (MAY BE O Q 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX SEE PLAN ° + ' U " 5. MIN. THICKNESS 0.0187 IN. DOUBLE 2X TOP ANGLED UP TO 10) 6. CHROMATE TREATMENT SHEATHING PLATE SOLID SHEATHING Q . , J EXTERIOR SHEATHING @ HEADER C6 b ci PRE-ENGINEERED ROOF SEE WS1 _: CONDITION D5 FOR SIM. END o ° a FR TOM P OF WALL TO SIMPSON SP4 w/ 6 z !> TRUSSES @ 24" O.C. r O w Z R-30 INSULATION - TRUSS STRAP -SEE ° o ATACHED PER NAILING 10d x 1 1/2 @ 24 LINTEL PER PLAN O.C. _ FRAMING PLAN FOR ° SCHEDULE EACH SIDE �-' Q "- o CONNECTIONS ° ° OF WINDOW LOCATION / 2x12 #2 SYP CONT. LEDGER W/ ° U ++� TRUSS STRAP SEE ROOF _ (3) 1/4"x4-1/2 SDS SCREWS ° ° �'y '----- (2) 2x SPF TOP PLATELL > PLAN EQUALLY SPACED o o Z VERTICALLY @ 24" O.C. AND @ ° ° (2) 8d NAILS @ 3 O.C. TO O� �» EA. END VERTICAL (MIN. 2" JAMB STUDS &FLOOR (2) 2X HEADER -SEE 2ND cn `1, 19 BEARINGyy'yyY TRUSS BELOW O FROM T&B) FLOOR PLAN FOR MIN. > SEE PLAN SEE WS10/SD5 FOR HEADER SIZE & REQ'D ADDITIONAL INFO STRUCTURAL COLUMN JAMB STUDS a Q \\-1/2" CEILING GYP. BD, SEE PLAN FOR SIZE 2X BOTTOM PLATE CK ALUM. DRIP EDGE p AND REQ'D # OF DECKING PER DECKING PER FLOOR NAILING �" FLOOR NAILING U DBL. TOP PLATE STUDS I - 2x CONT. SUBFASCIA SCHEDULE SCHEDULE HDR. PER PLAN o VENTED ALUM. SOFFIT ro H c ° FLOOR TRUSS SEE FLOOR TRUSS SEE cn E TION T BALCONY SEE / FRAM D5 FOR WINDOW U�/)� WINDOW AS SCHEDULED �'� S o FRAMING PLAN FOR \ FRAMING PLAN FOR p V J Z SILL/ DOWN INFO Ur .� _ 1 11 CONNECTION INFO \ - CONNECTION INFO U) g MIN 2x4 STUDS @ 16" C.C. SCALE. 3/4 - 1 -0 is SEE PLAN FOR MORE INFOr' Z 0 TEXTURED CEMTITUOUS \ 0 Ur 0 S 1/2" GYP. BD. NOTE: \ - E - FINISH, 7/8" MIN. (1') SIMPSON LSTA30 ° STRAPS CALLED OUT WITHIN THIS DETAIL ARE �` - 'r U W Z fipi THICKNESS 2x BOTTOM PLATE w/ STRAP W/ (11) 10d TO ° ONLY REQUIRED WHEN INDICATED AS SUCH ON /` \ O Q STUDS ABOVE PLATE ° THE STRUCTURAL PLANS OR WHEN THE ,�` SIMPSON LSTA30 w/ (2) 12d AT 12" O.C. L NGINr-t RED -j MID -SPAN BLOCKING I ; US` / U.N.O. ° STRUCTURAL SHEATHING IS NOT CONTINUOUS AB 10d TO STUDS = v U.N.O. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. I- Z 3/4" O.S.B. FASTEN PER PLAN T R-11 BATT INSULATION � � � WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB � STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST - 0 0 FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR W 0 Q . (4 H FOR DEPTH AND DIRECTION FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN U W Z�� BEAM SEE PLAN Q _j FLOOR SYSTEM DRAFT4SO GIRDER / COL. CONNECTION4SO HEADER CONNECTION SEE DETAILS ABOVE FOR STOPPING AT 1000 SQ FT (I:R TO ROOF PLAN O MORE INFO. MAX: DRAFT STOPPING I OR CONNECTIONS SCALE: 3/4" = V-0 � 2nd FLOOR HIGH BEAM SCALE: 3/4" =1'-0" ¢ W N MATERIALS MIN THICKNESS @ 2nd FL. HIGH BM. SHALL BE 1/2" GYP BOARD Z = OR 15/32" OR 7/16" OSB. FOR SIMSON LSTA 18 STRAPS (3) 2'X STUD PACK ATTACH � - BEARING ATTACH TO FLOOR TRUSS FF R TO PLAN FO w/ 8d NAI LS AT 16" O.C. TOP ,)Il. UP COLUMN INFO. CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE O \IFSEE PLAN AND BOTTOM CHORDS i 10d NAILS g RIS NG. FLOOR SYSTEM - (2) SIMSON LSTA 18 Z LINTEL AS PER PLAN I IF NO FLOOR SYSTEM STRAPS CENTERED @ NST ALL KNEEWALI_ & ATTACH 2X STUDS W/ (4) 2X STUDS FLOOR W/ (14) 10d NAILS Q O (3) 2X STUDS PROVIDE SOLID BLOCKING J 0 UNDFR COLUMN ABOVE (2) 16d NAILS @ 6" O.C. p SHEATHING PER PLAN ATTACH 2X STUDS Z - ATTACH PER NAILING W/ (2) 16d NAILS @ 6 WD. HD. HT. SCHEDULE, O.C. w SEE PLAN CONTINUOUS FROM = O) 11 r' TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A M BOTTOM PLATE: Z V I" -- WINDOW AS SCHEDULED BANI..JOI &BLKG 2X4's 16 O.C. I OR L_VL GIRDER ' REFI_ R TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS I BUIL i -UP COLUMN INFO. STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1 x 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 Q z>0 i 0 W J I - .2" DIA, THREADED ROD WITHIN W W ACCOMODATE STRAP A A 0W 0 1 2X 2ND FLOOR STUDS p 0 I.— 0 SEE PLAN FOR MORE Z 7! _ 0 = Z _ INFO. O rV W m TEXTURED CEMTITUOUS WOOD BASE BOARD I - .2" DIA, THREADED ROD WITHIN GIRDER ACCOMODATE STRAP W _ 0 = Z _ FINISH, 1/2" MIN. THICKNESS ON CMU I FROM COLUMN - TRUSS PER Z 3-1/2" CONC. SLAB (25100 I SEE BRG WALL/ 2 -STORY WALL PLAN 2 SIMPSON LSTA1$ Q "a = s.i. w/6x6 10/10 W.W.M. p ) I `�EC'TION FOR MORE INFO. O STRAPS CENTERED @ w 0 F•• I"" OR FIBER REINF. CONC. I - �,EFER TO FOUNDATION FLOOR W/ (14) 10d NAILS : D SEE FLOOR FRAMING ON 6 MIL. VAPOR BARRIER PLAN FOR FTG. INFORMATION SEE TRUSS � ' PLAN FOR FLOOR of �" VERT. #5 IN FILLED CELL I ;- 3-1/2 CONC. SLAB LAYOUT FORof SYSTEM INFO. \ HANGER FLOOR TRUSS TO EXTERIOR U STRUCTURAL ENG: CFG / BED FIN. FLR. `- - MASONRY°WALLTA16 SHEATHING FINISH DRAFTING: 0'-0" /� • - W/ TOP OF MASONRY 1= 00 SEE SHEET SD1 FOR FTG DETAILS MASONRY WALL ATTACHED PER W W -STRUCT: LA GRADE ` - CLEAN COMPACTED NAILING SCHEDULE QC CHECK: CC POISON TREATED L FILL TRUSS PER \LD1/ G of __._ _.. JOB No. TM- 2142487 PLAN_.---. SAtff' ()RD = _..__._ _._..... SCALE. AS INDICATED DATE: --- ----- 01/30/2015 _ ISO TYPICAL WALL SECTION SO 2 -STORY COLUMN S 1 WALL TO FLOOR TRUSSAS04SECTION CORNER FRAMING AT . 2 STORY CMU / FRAME SCALE: 3/4"=V-011 � GIRDER SCALE: 3/4" = V-0" CONN. DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SD5 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, . .a..�_ �...�..�.���... - .1 ..._..._� . � �. _ ...,m . . �I, ,,.. �.. , ._-_ , _. _ ___._ ..._._ __ _ ..__ ___._.�.�.._ �... �.__ _. _ � � w�.... .w.- � _ __. e In orma Ion con ame In Is ocume Is copyn�j e I x ,. 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 uJ Lo �. ARCHS NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & H N 2x8's @ 16" O.C. �; APPROVED BLDG. USE SIMPSON MTS12 OR SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRIG ON SHEATHING SPACING. Q CO M MAX (U.N.0.) WRAP LSTA18 TO BLOCKING BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING HANGER BY OTHERS '. f— SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) W) 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) cx4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD W OF EACH STUD TO WALL BELOW W/ (9) �'��` 2x8 #2 SYP P.T. SILL, PLATE w/ 1/2" EPDXY EACH END, USE (4) 10d &❑_ SCHEDULE SIMPSON H2.5 EA. Z w (2) 10d NAILS. TRUSS 10d NAILS AND (5) ANCHOR BOLT ORUNDER WINDOW JAMBS 2X6 #2 SYP CONT. LEDGER W/ (2) %4'x3" 2x8 #2 SYP SILL PLATE W/ of O 2 1/4"x2 3/4" TAPCONS J -BOLT W/ MIN, 7" USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS '@ 16" O.C. MAX. & Y2" EPDXY ANCHOR OR w — O (2) 2x SYP #2L TRUSS PER PLAN BUILT-UP STUD PER STRAP EMBEDMENT @ 32" O C. LOW ROOF TRUSS SEE FLOOR TRUSS SEE PLAN 3" FROM EA. END -USE (3) SCREWS J -BOLT @ 32" O.C. W/MIN. ❑ O Q"„ U PT 2x8 BOTTOM & 3" FROM EACH END TRUSS PLAN FOR FOR 24 O.C. 7" EMBEDMENT & 6" FROM 1 U w COLUMNS PLATE - O.S.B. TO OVERLAP CONNECTION INFO7 EACH END CO Z > LEDGER PER PLAN - BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO 4° SIMPSON LUS26. USE — �'4 p (n W 1x PT NAILER (MIN.) TRUSS. VERIFY W/ SHOP C LUS26-2 FOR 2PLY TRUSS _� W LOW ROOF TRUSS SEE DRAWINGS m C PT FURRING AS TRUSS PLAN FOR 4<, 2x8 LEDGER W/MIN. (4) 16d NAILS 'd 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. ❑ W ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN — 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 a LL w @ O SPLICE LD01 LEDGER AT GIRDERAF02 WALL S1 SECTION COMBO LD03 SECTION AT OPEN TO ABOVE w W 0o SCALE: 3/4" =1'-0" SCALE: 1 1/2" = 1'-0" �+�+ TRUSS SCALE: 3/4" = 1'-0" LEDGER SCALE: 3/4" =1'-0" co Z DETAIL 1,11111f/,, W •® Ln Z EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 @ F4 ' • t;�✓g�•�� Z ® •• ®.nom r* N ATTACH PER NAILING TOP &SP1 @BASE. LSTA19 _ O @ SHEATHING PER 2x4 BLOCKS, 2 16d NAILS EACH END. BLOCK ADJACENT 2X4 #2 SYP NAILER TO STUDS W/ • ,� � ° e S �• : J SCHEDULE OR MTS12 MAY BE USED @ BASE. - ATTACH PER SHEATHING 2x4 NAILER w/ (2) ATTACH NAALING SCHEDULE BAYS@ EACH DIAGONAL AS SEE 2ND FLOOR WALL 3-16d EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. r ® .- ; �! p 2X8 @ 16 O.C. - SEE FRAMING PLAN FOR MORE INFO. NAILING 10d NAILS @ 16" O.C. SHOWN. FASTEN ROOF SHEATHING TO BLOCKS SECTION FOR ADDITIONAL •� r ROOF AND EXTERIOR '® of • h9• �l� �' . Q • '`�e .. J 2 2X4 #2 SYP BLOCKING W/ O SCHEDULE w/8d INFORMATION ®'✓ �de o•o••••••� •••�, �`� J SIMPSON HUC24-2 EA. END 2X BLOCKING W/ (2) 12d TOENAILS EACH END 2x4 STUDS @ 16" O.C. NAILS @ 6" O.C. SHEATHING ATTACHED ® Q '1�� � _ W/ (4) 10d & (2) 10d NAILS. r" PER NAILING SCHEDULE ® ` �e� , USE (2) 2X6 W/ HUC26-2/-2x BASE PLATE W/ (2) 12d -- —��� 1111111111,` � UNDER WINDOW JAMBS. NAILS @ 12" O.C. 1/2" GYP. BOARD — (5) 16d NAILS BRACE _-__- _ 2X8 #2 SYP CONT. LEDGER W/ w , 2x4 BLOCKING BETWEEN --- SIMPSON H10A @ EACH TO BLOCKING SIMPSON H2.5 ` ` (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH TRUSS TO O 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24" O.C. MAX. (INSTALL (4) NAILS EACH END FOR MORE INFO. ALL THREAD ROD ADJACENT DIAGONAL, FASTEN TO DIAGONAL w/ 2 16d NAILS %4'x3" SDS WOOD SCREWS 16" @ AT EA. SIDE OF G.T.) ❑ Z4 Ir ch @ 48" O.C. O.C. MAX EQUALLY SPACED & 3 -- --- ` Q `� TRUSSES PER PLAN FROM END OF LEDGER -USE (3) a . - SIMPSON LUS26 OR IF 2 -PLY 2x8 #2 SYP P'.T. SILL PLATE ---- 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED LEDGER ' TRUSS SIMPSON LUS26-2 • '', ;- • w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/MIN. 7" CONNECT w DOUBLE TOP PLATE w/ 16d NAILS WALL BRACING @ 48" O.C. MAX. 45° FROM RECESSED INTO TRUSS. VERIFY SEE FLOOR FRAMING PLAN & `' :, TRUSS TO LEDGER H CL � Z - 0 EMBEDMENT @ 32" O.C. & 3" @ 6' O.C. HORIZONTAL (+/- 10°) BRACE NOT REQUIRED w/ SHOP DRAWINGS WS11/SD5 FOR MORE INFO. PLAN FOR LOCATION _ o_ +' FROM EACH END (2) 2X4 TOP PLATE 6' FROM EAVES. VERIFY AND DIRECTION (IF PARALLEL „ 8 CMU WALL, TYP. U w z PRE-ENGINEERED TRUSS - a SEE FRAMING PLAN FOR � \\ BEARING O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4 (MIN.) SEE WS10/SD5 FOR BLOCKING INFO. O � M ��������• � U C.M.U. WALL WITH ROOFLOADINFO. Z SPACING & CONNECTION SEE PLAN OPT. TRUSS RECESS LEDGER •3� 4 ,a _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 O 4s, SECTION AT RAISED F 1 SECTION AT OPEN ABOVE F 1 2 STORY BRACING FRAME WALL SCALE: 3/4"=1'-0" DETAIL (LD04 SECTION AT LOW ROOF SCALE: 3/4"=1'-0"HEELTRUSS a w ry � m SCALE: 3/4"=1'-0" SCALE: 3/4" V- I— ❑ U) Z SEE PLAN FOR DEPTH OF LANDING ( JU) Zizgt A - PLYWOOD SHEATHING U_ Z Q�1 W Si •- STANDARD (3) 2X12 STRINGERS w/ SIMPSON OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES SEE TRUSS PROFILE/ARCH PLAN FOR MORE INFORMATION O Q U O F— W Q < �n (D 1 Z F_ -1---- — - (2) 2x TOP PLATES SPF I I I A35/USP MP34 CLIP TO FLOOR SYSTEM & 12 PRE ENGINEERED WD w _ ~ v • 1 1 1 LANDING FRAMING --- 2x8 #2 SYP JOISTS @ „ = LANDING @ 16 O.C. w/ TRUSSES @ 24" O.C. FIBERGLASS SHINGLES OR _ ~ _ Z Z 0i 12x I o SIMPSON A35/USP MP34 TILE VERIFY WITH ELEVATION O Qfli� (2) 2x HEADER I STUDS SEE PLAN OR LUS26 HANGER ON w SEE FLOOR PLAN FOR MORE I I I o o EACH SIDETRUSS ANCHOR (SEE PLAN) Q J Z I I 1 (2) 2X�1Z REQ D @ END OF —ILL ~ �+/ v INFO I I 1 i i L.ANDII'JG FOR STRINGERS z ¢z_— ROOFING FELT W O ~ I TOCONNECT TO w/ (2) A35/USP MP34 gLL APA STRUCTURAL SHEATHING U I— N EACHSIMPSON EACH ND TO LEDGER � ATTACHED PER NAILING SCHEDULE Q W SEE PLAN FOR MASONRY z = B I I I WALL OR WOOD WALL ❑ MIN (3) 2x STUDS REQ'D @ - 2 2x TOP PLATE ( ) W 2x SPF I END OF LANDING w/ MIN. (6) BASE PLATE 16d NAiL.S FROM LEDGER TO STUD i'ACK 2x8 #2 SYP (P.T. IF MANSONRY (2) 2x HEADER SEE PLAN FOR 2 z PRE-ENGINEERED FLOOR SYSTEM I WALL) CONT LEDGER w/ (3) 16d O.H. MOREINFO &CONNECTIONS Q KNEEWALL OR BEAM I PLAN NAILS @ 16" O.C. MAX. TO VIEW @ LANDING EACH STUD. ((2)1/4 x 3 1/2 „ TITENS @ 16" O.C. MAX. FOR SEE 2nd FLOOR PLAN FOR SEE ELEV. APPROPRIATE HEADER DETAIL WINDOW SEE PLAN FOR LOCATION O ❑ Z (2) 2x SPF I I I 3!4" PLYWD. DECKING — MASONRY WALL) 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO W TOP PLATES I I I \ . MIN2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR � GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL M SPACED 1/2" x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE Z (� B STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW Z , O I I FLOOR SYSTEM NAILS WALL SHEATHING IS U) 0 W J 2x STUDS SEE PLAN I I I (2) 2x HEADER PER PLAN STOPPED BELOW ROOF LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES Co J — W SEE FLOOR ARE PARALLEL TO WALL Y PLAN FOR MORE i I ROOF SHEATHING ATTACHED PER NAILING 0 W O INFO I RISERS SCHEDULE ❑ w O 1— 0 2 I PLYWOOD FLOORING SEE to R I 2x P.T. BASE PLATE SEE FLOOR FRAMING PLAN x FOR MORE INFO Wm = Z i TREADS 2x BASE PLATE w/12d @ 24 O.C. w❑ I— BEARING SCHEDULE i ` FOR A.B. INFO TO FLOOR SYSTEM BELOW (n U U i' O _.— ._. W SEE PLAN FOR DIRECTION& MORE I— ~ SEE FOUND. PLAN FOR FTG. REQ. �— -_� INFORMATION — — — — — � CL 2x12 STRINGERS ONE STRUCTURAL ENG: CFG / BED ON EACH SIDE AND ONE @MID -SPAN FLOOR GIRDER SEE O1/2" THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2'' ATTACH SCHEDULE ON FLOOR PLANS FOR O TOP PLATE TO HEADER WITH LSTA12 BENT PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS -� Q --- - - DRAFTING: - LOCATION &CONNECTION INFO MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE STUD AND (5) 10d NAILS INTO HEADER SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST O ��jlLp�yC 5� W W W w QC -STRUCT CHECK LA CC O JACKS / KINGS # OF STUDS TO FLOOR HEADER CONTACT EOR TO � JOB No.`TM - 2142487 SCALE: AS INDICATED MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE';f> _ OF STRINGERS. FASTEN TO ~ ---- - _. "Fl2nd STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE R61 GENERAL LANDING — FLOOR w/(4) 1/4"x3" TAPCONS & F1 TYPICAL WALL "" 4 DATE: 01/30/2015 SCALE.3/4 SECTION SCALE:3/4"=1'-0" WALL & EXTERIOR SCALE: 3/4"=1'-0" FOR EXTERIOR 2 STORY WALLS -1-0 STAIR FRAMING INFO SD6 COPYRIGHT MCD 2014 Th i f t' t ' d i th d nt . r ht d and o the e clusivF� }ern mrt 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. e In orma Ion con ame In Is ocume Is copyn�j e I x ,. p y