Loading...
HomeMy WebLinkAbout209 Big Spring Ter 15-2157 (new sfh) (a)i GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESSES ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" 1 LOT 101 THORNBROOKE 40 OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: WF 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 SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS 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 .q-TMTN.q_TFR 2200 FLFV R SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/21NCH (121 mm) GYPSUM BOARD OR EQUIVALENT EXTERIOR FIN15HE5: • JOB NUMBER 25002.180 • THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND A5TM 0926. INSTALLATION OF CAD FILE NAME LOT 101 GARAGE LEFT EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F,B.C, RESIDENTIAL CODE 8103.6.2 AND A5TM C 1063, PROVIDE BOND `QED 05-20-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103b3 REV %%I 111111 STUCCO CONTROL JOINTS: `� ✓, STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5,F. ,«� ` • i ab '. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN* " �" • ` q TAYLOR MORRISONEITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE `" DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 t CONTROL JOINTS. V ,C; EGRESS: ..�,� ` •�.®• • ��� . � �, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW ® r� MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. 1 FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR TH O RN B ROOK DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE COMMUNITYSPECIFIC WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS- DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS B EWS COV -GENERAL NOTES, INDEXSPECIFICATIONS oESIGNGRoVP , MONO FOOTING, ALUMINUM OVER 2xb 5UB FASCIA, 05-20-20 CREATED LOT SPECIFIC PLAN FOR LOT 101 IN DWELLING / GARAGE OPENING5: SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, W.H.,150 AMP THORNBROOKE 40's, ELEVATION "B° GARAGE - THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, $OLID CORE 150 S-TA"M STRIEEr EAST 1 S LAB I NTE RFACE P LAN (SC.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS OUXMAP, FLORMA �� SERVICE/PANEL BOX, RECESSED CANS AT KITCHEN, LEFT W/ PLAN OPTIONS INCLUDING: 813.925.1300 TEL ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ADDITIONAL 51NK AT MASTER BATH S FT. s>I3 . �s . BEW FAX 2A1 -MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: .»A�BI�SCOM ENTRY, AND ACRYLIC AT LANAI. INTERIOR DOORS AT MAIN FLOOR AND (5) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. -TAMPA . E)ENT rR PRE -WIRE CEILING FANS. 2A2 -MAIN FL R PLAN DIMENSIONS .� EST 1994 OO ASPHALT 5HINGLE5 (IF APPLICABLE): I. WIND RE616TANCE OF ASPHALT 5HINGLE5. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND R9052h.1. 2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES 2B1- UPPER FLOOR PLAN NOTES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2.12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4.12), TWO LAYERS OF UNDERLAYMENT i COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. 2B2 - UPPER FLOOR PLAN DIMENSIONS CHIMNEY HEIGHT REQUIREMENTS: CD - INTERIOR RI R ELEVATIONS STAIR SECTION, DETAIL WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT 2C ® S S d' EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 15 0-0" AWAY OR CLOSER. 3B1 - FRONT ELEVATION TUB AND 5HOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, C1325, OR 01118 AND INSTALLED 3 B 2 - SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED 45 5ACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN / / SHOWER AREAS. 3B3 FLASHING DETAILS TPRMITE PROT;CTION: 4A - MAIN FLOOR ELECTRI1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING CALPLAN MATERIALS. IF 501L TREATMENT 15 USE[) FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4B UPPER FLOOR ELECTRICAL PLAN 2. PROTECTION A SHALL BE APPLIED INSIDE S. - 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, OR �PLA51­1 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. ca MECHANICAL AND HVAC. (/"1 I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THI5 z V J PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. RECORD COPY 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, REVIEWED POR CODE COMPLIANCE 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PIANS EXAMINER - 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY 0 BUILDING COMPONENT WILL OCCUR A$ A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PAN5 SHALL BE INSTALLED IN --DATE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE SANFORD BUILDING DIVISION EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. Ti A PERMIT ISSUED SHALL BE CONSTRUED TO BEA 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL LICENSE TO PROCEED WITH THE WORK AND NOT AS BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, 0 ' AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OR OTHER AREAS INSIDE THE BUILDING. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OFA PERMIT PREVENT 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 THE BUILDING OFFICIAL FROM THEREAFTER 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 REQUIRING A CORRECTION OF ERRORS IN PIANS, mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. CONSTRUCTION OR VIOLATIONS OF THIS CODE EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN. COMPACTION Z'ES'T" 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH REQUIRED AMCA STANDARD 550 IN FBC. Results to be Verified ATTENTION GENERAL CONTRACTOR / BUILDER: at Slab inspection 1$$UANCE OF PLANS FROM THIS DRAFTER'$ 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 D15GREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES NOT RELATED TO THE CORRECTION OF ERRORS 2200 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE • PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. 2 57 REV. 01-23-2015(T%) • T1 TLE • COVER SHEET \�c7iNG GENERAL NOTES SA INF10RD vof C • • x C 00 V�N mm i. `L 00 3�E Uro ON�� N JM• °m=�' 2 1,0 1- occ0o �= ro°° t=+:cm L.� ON Z !p v EXTERIOR FIN15HE5: • JOB NUMBER 25002.180 • THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND A5TM 0926. INSTALLATION OF CAD FILE NAME LOT 101 GARAGE LEFT EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F,B.C, RESIDENTIAL CODE 8103.6.2 AND A5TM C 1063, PROVIDE BOND `QED 05-20-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103b3 REV %%I 111111 STUCCO CONTROL JOINTS: `� ✓, STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5,F. ,«� ` • i ab '. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN* " �" • ` q TAYLOR MORRISONEITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE `" DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 t CONTROL JOINTS. V ,C; EGRESS: ..�,� ` •�.®• • ��� . � �, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW ® r� MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. 1 FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR TH O RN B ROOK DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE COMMUNITYSPECIFIC WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS- DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS B EWS COV -GENERAL NOTES, INDEXSPECIFICATIONS oESIGNGRoVP , MONO FOOTING, ALUMINUM OVER 2xb 5UB FASCIA, 05-20-20 CREATED LOT SPECIFIC PLAN FOR LOT 101 IN DWELLING / GARAGE OPENING5: SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, W.H.,150 AMP THORNBROOKE 40's, ELEVATION "B° GARAGE - THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, $OLID CORE 150 S-TA"M STRIEEr EAST 1 S LAB I NTE RFACE P LAN (SC.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS OUXMAP, FLORMA �� SERVICE/PANEL BOX, RECESSED CANS AT KITCHEN, LEFT W/ PLAN OPTIONS INCLUDING: 813.925.1300 TEL ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ADDITIONAL 51NK AT MASTER BATH S FT. s>I3 . �s . BEW FAX 2A1 -MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: .»A�BI�SCOM ENTRY, AND ACRYLIC AT LANAI. INTERIOR DOORS AT MAIN FLOOR AND (5) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. -TAMPA . E)ENT rR PRE -WIRE CEILING FANS. 2A2 -MAIN FL R PLAN DIMENSIONS .� EST 1994 OO ASPHALT 5HINGLE5 (IF APPLICABLE): I. WIND RE616TANCE OF ASPHALT 5HINGLE5. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND R9052h.1. 2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES 2B1- UPPER FLOOR PLAN NOTES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2.12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4.12), TWO LAYERS OF UNDERLAYMENT i COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. 2B2 - UPPER FLOOR PLAN DIMENSIONS CHIMNEY HEIGHT REQUIREMENTS: CD - INTERIOR RI R ELEVATIONS STAIR SECTION, DETAIL WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT 2C ® S S d' EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 15 0-0" AWAY OR CLOSER. 3B1 - FRONT ELEVATION TUB AND 5HOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, C1325, OR 01118 AND INSTALLED 3 B 2 - SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED 45 5ACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN / / SHOWER AREAS. 3B3 FLASHING DETAILS TPRMITE PROT;CTION: 4A - MAIN FLOOR ELECTRI1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING CALPLAN MATERIALS. IF 501L TREATMENT 15 USE[) FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4B UPPER FLOOR ELECTRICAL PLAN 2. PROTECTION A SHALL BE APPLIED INSIDE S. - 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, OR �PLA51­1 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. ca MECHANICAL AND HVAC. (/"1 I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THI5 z V J PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. RECORD COPY 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, REVIEWED POR CODE COMPLIANCE 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PIANS EXAMINER - 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY 0 BUILDING COMPONENT WILL OCCUR A$ A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PAN5 SHALL BE INSTALLED IN --DATE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE SANFORD BUILDING DIVISION EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. Ti A PERMIT ISSUED SHALL BE CONSTRUED TO BEA 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL LICENSE TO PROCEED WITH THE WORK AND NOT AS BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, 0 ' AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OR OTHER AREAS INSIDE THE BUILDING. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OFA PERMIT PREVENT 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 THE BUILDING OFFICIAL FROM THEREAFTER 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 REQUIRING A CORRECTION OF ERRORS IN PIANS, mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. CONSTRUCTION OR VIOLATIONS OF THIS CODE EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN. COMPACTION Z'ES'T" 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH REQUIRED AMCA STANDARD 550 IN FBC. Results to be Verified ATTENTION GENERAL CONTRACTOR / BUILDER: at Slab inspection 1$$UANCE OF PLANS FROM THIS DRAFTER'$ 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 D15GREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES NOT RELATED TO THE CORRECTION OF ERRORS 2200 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE • PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. 2 57 REV. 01-23-2015(T%) • T1 TLE • COVER SHEET \�c7iNG GENERAL NOTES SA INF10RD vof C TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES r M V 11 r CDb 0 0 0 (1) m W ELEVATION 110CD 0= 64' rt Twq nel e >m 0 N 2200 nN"'.F ' TITLE SLAB INTERFACE PLAN #15,21 SLAB INTERFACE PLAN GARAGE LEFT x . cc ° JOB NUMBER 25002.180 ° 0 U TO 0 J h OLDSMM, FLORIDA 39677 — N� do� 134"04" A/Cl PAD (SEE MEGA{. 2 ci D N r- CONTRACTOR `. >;J� SNIT IFOR LOGJ O ro� _nom C J4 r co C*Q o C 00 ca L-- J � Error. _ _ ; Cj r 01-0 NB. cp y n O CC 400 zrLa 4" P.V.C. N C.G. VERIFY ACRYLIC ON LANAE o VERIFY LOCATION OF A.N. 3/4" P.Y.C. CONDENSATION Lu - DRAIN BY � � � a PLUMBER - ELEVATION l ) 0'-4" 4'-4 2.5 8' 3.. 3'-2" S'-2" Ei 11/2" RECESS FOR 5GD. PROVIDE CONDUIT IN SLAB FOR ISLAND ELECTRIC SINK D.W. W/ D15P. REFERENCE - ELEVATION co w 0'•0" PROVIDE WATER LINE FOR ICE MAKER r - - - , OPT. A.N. LINES I �IFROM I REF. I UPPER _ i FLOOR L_, - - - - 4.. P.V.C. 6'-10" 4 5'-2" I' -IO 15'-10" K, u; ED. yj I IAV. — II SII �I i `- 50 GAL W.H. ELEVATION i i Z o u i i i i PAVERS r i i i � i i G.J. i ---------------------------i-------------- i ------------ c:J. = i i i i all 5'-8" 11_611 i i � AA i i i 3B2 8" 20'-6" I 8" i ELEVATION PAVER DRIVE / LEADWALK 3' 0° 16'-0" 3'-0" 8'-0" 22'-0" 30'-0" V 11 r CDb 0 0 0 (1) m W ELEVATION 110CD 0= 64' rt Twq nel e >m 0 N 2200 nN"'.F ' TITLE SLAB INTERFACE PLAN #15,21 SLAB INTERFACE PLAN GARAGE LEFT x . cc ° JOB NUMBER 25002.180 ° 0 U TO 0 J h OLDSMM, FLORIDA 39677 — N� do� W W W.DAVLSBEW&COM TAMPA • DENVER 2 ci D N r- `. >;J� SNIT Q O ro� _nom C J4 r co C*Q o C 00 ca � Error. _ _ ; Cj r 01-0 cp y n O CC 400 zrLa V 11 r CDb 0 0 0 (1) m W ELEVATION 110CD 0= 64' rt Twq nel e >m 0 N 2200 nN"'.F ' TITLE SLAB INTERFACE PLAN #15,21 SLAB INTERFACE PLAN GARAGE LEFT ° JOB NUMBER 25002.180 ° 0 CAD FILE NAME LOT 101 150 STATE STREET EAST OLDSMM, FLORIDA 39677 — REVI ® W W W.DAVLSBEW&COM TAMPA • DENVER EST. 1994 R Q co C*Q _ .. �. cp V 11 r CDb 0 0 0 (1) m W ELEVATION 110CD 0= 64' rt Twq nel e >m 0 N 2200 nN"'.F ' TITLE SLAB INTERFACE PLAN #15,21 SLAB INTERFACE PLAN GARAGE LEFT r DAVIS BEWS 0 DESIGN GROUP. V 11 r CDb 0 0 0 (1) m W ELEVATION 110CD 0= 64' rt Twq nel e >m 0 N 2200 nN"'.F ' TITLE SLAB INTERFACE PLAN #15,21 SLAB INTERFACE PLAN GARAGE LEFT r DAVIS BEWS DESIGN GROUP. 150 STATE STREET EAST OLDSMM, FLORIDA 39677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER EST. 1994 V 11 r CDb 0 0 0 (1) m W ELEVATION 110CD 0= 64' rt Twq nel e >m 0 N 2200 nN"'.F ' TITLE SLAB INTERFACE PLAN #15,21 SLAB INTERFACE PLAN GARAGE LEFT I3'-0'6-0" A/GI IPAID (5EE MEC J. T.OM. CONTRACTOR 9' 4" IFOR LOC.) 25 5N. L - - - -1 25 5H. Q T' M' N.B. HD. AT 8'-0" HD. Ar 8'-0" 9'-4" AFF. BOTT. OF LINTEL AT 84" AFF. TYPICAL MASONRY x 0 w 4" x 6 1/2" WINDOW SCHEDULE LO U ro Lo DESIGN GROVP WINDOW WIDTHS 0 J 150 STATE STREET EAST 42" N. KNEE 20" 21" 3111 53" o WINDOW CALL -OUTS Lm LL 0 = h 0 ro� �J�ti 0%c0 C I 42" H. BASE 14'-2"x10'-2" 26" 12 5H 1/2 32 5H 22 5H 32 5H W �O 2C I I ARCH FROM 9'-4" FLAT CLG. 0 O Z2v _ 39" 9 13 5H 1/2 33 5H 23 5H 33 5H J OO 0 51" 14 5H 1/2 34 5H 24 5H 34 5H O 42 H. 5A5E 2C z 6 3° 0 15 5H 1/2 35 5H 25 5H 35 5H �--� z OUTSIDE W/ D15P. FLAT HDR. 6-oll TO a' -all AT 84" 12" 16 5H I/2 36 5H 26 5H 36 5H - C.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, uj � WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~ MANUFACTURE 5PECIFICATION5. O 0 6 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW "'o KITCHEN U5ED (51NGLE HUNG -5H; CA5EMENT- C5MT, OR FIXED GLA55- F.G.) I3'-0'6-0" A/GI IPAID (5EE MEC J. T.OM. CONTRACTOR 9' 4" IFOR LOC.) 25 5N. L - - - -1 25 5H. Q T' M' N.B. HD. AT 8'-0" HD. Ar 8'-0" 9'-4" AFF. BOTT. OF LINTEL AT 84" AFF. » J06 NUMBER 25002180 w CAD FILE NAME LOT 101 q LANAI ISSUED 05-20-15 , 5 � 15'-0"x10'-0" REVISED ®%111111 fil 9'-4" PLT. HT. Iz FAMILY ROOM X 13'-8"x14'-4„ G.G. VERIFY ACRYLIC I2 cw 9'-4" FLAT CLG.T.O,M. ON LANAI I ° "!-- OL ' g' 4" I — 0 w "` 3B2 8-06-0 TEMP, 5.G.D, Cpl I I x 0 w 4" x 6 1/2" r DAVIS BEWS LO U ro Lo DESIGN GROVP a 0 J 150 STATE STREET EAST 42" N. KNEE N� 0 h ON�� 813.925.1800 FAX W W W.DAVISBEWS.COM N �r o r 01) o JM COUNTERTOP WALL I I COLUMN ON DINING Lm LL 0 = h 0 ro� �J�ti 0%c0 C I 42" H. BASE 14'-2"x10'-2" 3�E U. =roe, r=*_'m o �O 2C I I ARCH FROM 9'-4" FLAT CLG. 0 O Z2v — — » J06 NUMBER 25002180 w CAD FILE NAME LOT 101 q LANAI ISSUED 05-20-15 , 5 � 15'-0"x10'-0" REVISED ®%111111 fil 9'-4" PLT. HT. Iz FAMILY ROOM X 13'-8"x14'-4„ G.G. VERIFY ACRYLIC I2 cw 9'-4" FLAT CLG.T.O,M. ON LANAI I ° "!-- OL ' g' 4" I — 0 w "` 3B2 8-06-0 TEMP, 5.G.D, Cpl I I REF. I x 4" DECORATIVE S 2C ry a O.H.05H. COLUMN . 42" H. BASE Q STAIR DATA: LANDING' N. LINES 18 R15ER5 AT MillUP FROM UPPER I lb 1.38" EACH 2 -8x5 -0I I ( I I 2 5T r 9' 4" FLOOR Lu 10.00" TREADS LIVING BFD _ I I- L 15'-0"x15'-2" -I - i 9'-4" 2 -STORY 2 STORY CLG. ql;r CLG I I I PWDR. CLG. CLG. 0 0 z 0W (1) GARAGE ENTRY H 20'-8"x22'-8" 9'-4" PLT. HT. 9'-4" PLT. HT. 10 ARCHED HEADER ( FLAT HEADER (5EE ELEVATION) I AT T -m" AFF. G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS O BETWEEN WALKWAY AND GARAGET.OM. 2'-0" x 2'-0" TDM. 94C.M.U. COL. 9'-4" o A.F.F. A.F.F. ' Q r---------- LINE OFGARAGEDDORINOP- POSITION AA I � 382 oc 40 LINE OF 5ECOND FLOOR ABV. It�4y`>= 1 REFER TO SHEET 16-04-0 O.H. GARAGE DOOR I 2A2 FOR MAIN FLOOR PLAN W/ DIMEN51ON5 HATCHING LEGEND LINE OF SECOND FLOOR ABV, T.O.M.INSULATE WALL A.F.F. PAVER DRIVE / LEADWALK I— SL�PI1� I Uk DIRECT F- �1 1-- - CLG. C I I G.G. VERIFY 8'-0" H. ENT 2-8x8-0 PKT. ARCH FROM INTERIOR DOORS VENT I � o a I I- L_ L�- J - - - - 8 SOFFIT 8'-0" TO 8'-8" I AT MAIN FLOOR HANSEN - I- -1 UTI L sox I TILE IIGPT. l_ I o J 2.&8-0 CLG. N Lull W.H. INSULATE WALL 50 GAL W.H. 2x8 WALL I PAVERS MAIN FLOOR PLAN NOTES- 5CALE:GARAGE LEFT 2200 4" x 6 1/2" r DAVIS BEWS DESIGN GROVP a 150 STATE STREET EAST 42" N. KNEE I I DECORATIVE F 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA » DENVER o COUNTERTOP WALL I I COLUMN ON DINING C I 42" H. BASE 14'-2"x10'-2" 2C I I ARCH FROM 9'-4" FLAT CLG. — — 6 1/2" x 1" I I 8'-0" TO 8'-8" OO DECORATIVE I I B COLUMN ON O 42 H. 5A5E 2C VENT TO D.W. ARCH FROM OUTSIDE W/ D15P. FLAT HDR. 6-oll TO a' -all AT 84" - o "'o KITCHEN 0 9'-4" FLAT CLG. ARCH FROM �! / / LINE OF 5ECOND FLOOR ABV. o SroRAGE 8'-0" To 8'-8" / f �/ " 4" x 6 1/2" UNDER 2.46-0 cp I BFD r �' DECORATIVE o I STAIRS - - - � / -OPT, 6 1/2" WIDE I m COLUMN ON 42" H. 5A5E ? REF. I x 4" DECORATIVE S 2C ry a O.H.05H. COLUMN . 42" H. BASE Q STAIR DATA: LANDING' N. LINES 18 R15ER5 AT MillUP FROM UPPER I lb 1.38" EACH 2 -8x5 -0I I ( I I 2 5T r 9' 4" FLOOR Lu 10.00" TREADS LIVING BFD _ I I- L 15'-0"x15'-2" -I - i 9'-4" 2 -STORY 2 STORY CLG. ql;r CLG I I I PWDR. CLG. CLG. 0 0 z 0W (1) GARAGE ENTRY H 20'-8"x22'-8" 9'-4" PLT. HT. 9'-4" PLT. HT. 10 ARCHED HEADER ( FLAT HEADER (5EE ELEVATION) I AT T -m" AFF. G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS O BETWEEN WALKWAY AND GARAGET.OM. 2'-0" x 2'-0" TDM. 94C.M.U. COL. 9'-4" o A.F.F. A.F.F. ' Q r---------- LINE OFGARAGEDDORINOP- POSITION AA I � 382 oc 40 LINE OF 5ECOND FLOOR ABV. It�4y`>= 1 REFER TO SHEET 16-04-0 O.H. GARAGE DOOR I 2A2 FOR MAIN FLOOR PLAN W/ DIMEN51ON5 HATCHING LEGEND LINE OF SECOND FLOOR ABV, T.O.M.INSULATE WALL A.F.F. PAVER DRIVE / LEADWALK I— SL�PI1� I Uk DIRECT F- �1 1-- - CLG. C I I G.G. VERIFY 8'-0" H. ENT 2-8x8-0 PKT. ARCH FROM INTERIOR DOORS VENT I � o a I I- L_ L�- J - - - - 8 SOFFIT 8'-0" TO 8'-8" I AT MAIN FLOOR HANSEN - I- -1 UTI L sox I TILE IIGPT. l_ I o J 2.&8-0 CLG. N Lull W.H. INSULATE WALL 50 GAL W.H. 2x8 WALL I PAVERS MAIN FLOOR PLAN NOTES- 5CALE:GARAGE LEFT 2200 r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925 o 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA » DENVER EST. 1994 REF. I x 4" DECORATIVE S 2C ry a O.H.05H. COLUMN . 42" H. BASE Q STAIR DATA: LANDING' N. LINES 18 R15ER5 AT MillUP FROM UPPER I lb 1.38" EACH 2 -8x5 -0I I ( I I 2 5T r 9' 4" FLOOR Lu 10.00" TREADS LIVING BFD _ I I- L 15'-0"x15'-2" -I - i 9'-4" 2 -STORY 2 STORY CLG. ql;r CLG I I I PWDR. CLG. CLG. 0 0 z 0W (1) GARAGE ENTRY H 20'-8"x22'-8" 9'-4" PLT. HT. 9'-4" PLT. HT. 10 ARCHED HEADER ( FLAT HEADER (5EE ELEVATION) I AT T -m" AFF. G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS O BETWEEN WALKWAY AND GARAGET.OM. 2'-0" x 2'-0" TDM. 94C.M.U. COL. 9'-4" o A.F.F. A.F.F. ' Q r---------- LINE OFGARAGEDDORINOP- POSITION AA I � 382 oc 40 LINE OF 5ECOND FLOOR ABV. It�4y`>= 1 REFER TO SHEET 16-04-0 O.H. GARAGE DOOR I 2A2 FOR MAIN FLOOR PLAN W/ DIMEN51ON5 HATCHING LEGEND LINE OF SECOND FLOOR ABV, T.O.M.INSULATE WALL A.F.F. PAVER DRIVE / LEADWALK I— SL�PI1� I Uk DIRECT F- �1 1-- - CLG. C I I G.G. VERIFY 8'-0" H. ENT 2-8x8-0 PKT. ARCH FROM INTERIOR DOORS VENT I � o a I I- L_ L�- J - - - - 8 SOFFIT 8'-0" TO 8'-8" I AT MAIN FLOOR HANSEN - I- -1 UTI L sox I TILE IIGPT. l_ I o J 2.&8-0 CLG. N Lull W.H. INSULATE WALL 50 GAL W.H. 2x8 WALL I PAVERS MAIN FLOOR PLAN NOTES- 5CALE:GARAGE LEFT 2200 JOB NUMBER 15'-0" 15'-0" • 11•4" 12'-4" 1'4' 13'-8" CAD FILE NAME LOT 101 REFER TO SHEET r — — — , rto o 0 co 0 d. I z; JM aU)jL 0 0 C0 it_o, t =*'cNc � � roti Zr2vo 2A1 FOR MAIN FLOOR 05-20-15 PLAN W1 NOTES L ---J I 1s FAMILY ROOM I 3'-2" 8'-2" M.O. r - I I� 14'-1" II" I I' -I" II" I w - I 41111 o - - KITCHEN - _ —ML - 31.311 3'-3" kz L__-- ('n 12'10" 11 11" i I I I M _1-1— L TPWDR. I N I I I I I I I L_ __j UTIL. 1'-0" 6' 8.. b a GARAGE ENTRY 22'-0" 1'-4" M N ----------------- --------------------- v N I 'k all 5'-8" 1'-8" 3'-0" 16'-0" M.O. 3'-011 REFER TO SHEET 22'-0" a'-0" 2,41 FOR MAIN FLOOR PLAN W NOTES 30'-0" JOB NUMBER • K cc V.. 25002.180 e CAD FILE NAME LOT 101 C to BM Lm V ` 00 rto o 0 co 0 d. I z; JM aU)jL 0 0 C0 it_o, t =*'cNc � � roti Zr2vo jWQlED 05-20-15 JOB NUMBER DAVIS BEWS DESIGN GROVP 25002.180 e CAD FILE NAME LOT 101 EST. 1994 �� jWQlED 05-20-15 1s 140 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWML, RORMA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 �� �UIL.b/v 357 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT !I L I 11 I ; - _ - _ -- - �I TYPICAL WOOD FRAME • • WINDOW SCHEDULE x w WINDOW WIDTHS a o 2011 241' 361' 48" rl WINDOW CALL -OUTS N m r U 2011 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W D�LLM • � d 00 J V 0T" � ~ oc0 = 24" J 1820 F.G. 2020 F.G: , 3020 F.G. 4020 F.G. L � � � Z r 0 36" 1830 5H 2030 5H 3030 5H 4030 5H HD. AT 6'-0" BEDROOM Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H fTILECPL8'-0" z M, 60" 3 1850 5H 2050 5H 3050 5H 4050 5H 7211 1860 5H 2060 5H 3060 5H 4060 51 2x8 I G.C. VERIFY MA5ONRY OPENINGS FOR ALL WINDOW5, uj � WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER �— lb MANUFACTURE 5PECIFICATION5. O z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C511T, OR FIXED GLA55- F.G.) �I I I ' JOB NUMBER 25002.180 • CAD FILE NAME LOT 101 IS D 05-20-15 MASTER SUITE I •.•✓`, 14' -4"x13' -0"U. I .? 8'-0" FLAT CLG. ••� a' •° a C, iQw. 362 R/S •,� `! --� ----------------� / 1 ARCHFROM n 6'4" TO 2-8x6-8 PKT. " _ — w GARDEN Q o fLu TUB ARCH FROM CLG. I X 20 N. CLG. a i TUB DECK V-8" TO 1'-4" L J p SEE SHEET 2C 2-6x&-8 A/C p FOR TUB/SHWR m CHASE DETAIL 211DAVIS BEWS TEMP. GL. ON �_ - — — - - — — - — ._.._ J X c� Q DESIGN GROVP 42 H. LOW WALL x ca R/S ,� W/ MARBLE CAP 24" GL. — — IS" H. SHOWER `� � � 150 STATE STREET EAST HEAD M. BATH PROVIDE x 81 00 TES SEAT 8' 0" PAN AND DRAIN ,� 813 .928 .1800 FAX WWW.DAVISBEWS.COM GLG, UNDER A.P.U. �, = TAMPA • nE1VVER. riL� SHOWER 8' 0" �-� EST. 1994 CLG. N 2-86-4 x --AW/ R/A e o ::)TURN STUDS A/H BELOW 42" H. �. LOW WALL /OPEN TO 36° H. BELOW..CD LOW WALL 7 p LANDING � UA Q DOWN � LANDING o ,u SHOWER R/S s� Q • • x w a o 0 J _ r, r rl U�N o 04 N m r - Lae c1 ��� D�LLM • � d 00 J V 0T" � ~ oc0 E6L i 7. 0 L � � Z r I I ' JOB NUMBER 25002.180 • CAD FILE NAME LOT 101 IS D 05-20-15 MASTER SUITE I •.•✓`, 14' -4"x13' -0"U. I .? 8'-0" FLAT CLG. ••� a' •° a C, iQw. 362 R/S •,� `! --� ----------------� / 1 ARCHFROM n 6'4" TO 2-8x6-8 PKT. " _ — w GARDEN Q o fLu TUB ARCH FROM CLG. I X 20 N. CLG. a i TUB DECK V-8" TO 1'-4" L J p SEE SHEET 2C 2-6x&-8 A/C p FOR TUB/SHWR m CHASE DETAIL 211DAVIS BEWS TEMP. GL. ON �_ - — — - - — — - — ._.._ J X c� Q DESIGN GROVP 42 H. LOW WALL x ca R/S ,� W/ MARBLE CAP 24" GL. — — IS" H. SHOWER `� � � 150 STATE STREET EAST HEAD M. BATH PROVIDE x 81 00 TES SEAT 8' 0" PAN AND DRAIN ,� 813 .928 .1800 FAX WWW.DAVISBEWS.COM GLG, UNDER A.P.U. �, = TAMPA • nE1VVER. riL� SHOWER 8' 0" �-� EST. 1994 CLG. N 2-86-4 x --AW/ R/A e o ::)TURN STUDS A/H BELOW 42" H. �. LOW WALL /OPEN TO 36° H. BELOW..CD LOW WALL 7 p LANDING � UA Q DOWN � LANDING o ,u SHOWER R/S s� Q LL0W (1) R/5 I— _ _. — — _ J 5-0x6.8 BFD ' AA BEDROOM 4 382 10'-0"x11'-10" 8'-0" FLAT CLG. Int BEDROOM 3 0 0 11 -0 x10 -4 $'-0" FLAT CLG. 3050 SH. REFER TO SHEET J HD. AT T-2" 25 FOR FLOOR PLAN * EGRE55 W/ DIMENSIONS 2 3050 SH: HD. AT T-2.. * EGRESS L------------- 0 2200 a 'a'3 PILE • F„ UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN NOTES GARAGE LEFT _ r, rl 5Fp - c1 ��� BATH 2 (2)1'8"x2'8"Fri. HD. AT 6'-0" BEDROOM 2 ABV. SECOND FF. a fTILECPL8'-0" 12'-0"x10'-0" FLAT CLG. M, I , 2x8 I R/S lb � FRAME WALL I CLG, a - 4-04-8 x BFD ,;10, LL0W (1) R/5 I— _ _. — — _ J 5-0x6.8 BFD ' AA BEDROOM 4 382 10'-0"x11'-10" 8'-0" FLAT CLG. Int BEDROOM 3 0 0 11 -0 x10 -4 $'-0" FLAT CLG. 3050 SH. REFER TO SHEET J HD. AT T-2" 25 FOR FLOOR PLAN * EGRE55 W/ DIMENSIONS 2 3050 SH: HD. AT T-2.. * EGRESS L------------- 0 2200 a 'a'3 PILE • F„ UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN NOTES GARAGE LEFT REFER TO SHEET DAVIS BEWS 15'-0" 15'-0" . . 2A FOR FLOOR PLAN 150 STATE STREET EAST to r0 J Lo C 813. 925.1800 FAX 0 W/ NO?E6 EST. 1994 C— Ht, _. — — — — — — — — — — — — — — — — — I- y °002 �. >:;JM L L" 3�L. 0 0 DJ MASTER SUITE aaaa 0 0 C 0 E jL-0 €row t' "m O I r L fn0-20 Z v I N ,9 41-411 61.01 g.. 4._0.1LZ e 2 6 5'-0"C) 2'_v 12' 4" L — J I `—�' uf" Lu Opo z F-1 — — — — — — — — — — ----a M.BATH m v n, n, 12'4" o v ac�z� v M � 4' UII 21 511 2i Q 21-011 /_ -al 6'-10" BATH 2 BEDROOM 2 I e I 2. 6.. 31-0112 6�r NOTE: e ALL INTERIOR — — - ANGLED WALL6 ARE AT 45° (UN,OJ 1--� �n BEDROOM 4 Q11 BEDROOM 3 L------------- 5'-10" 5'-2" 5,_211 5'-10" FER TO 10'-4° 11'-S"61.011 2RA FOR LO REPLAN 30'-0" W/ NOTE$ JOB NUMBER 25002.180 • CAD FILE NAME LOT 101 IS DAVIS BEWS . . x C w 150 STATE STREET EAST to r0 J Lo C 813. 925.1800 FAX 0 J EST. 1994 C— Ht, y °002 �. >:;JM L L" 3�L. 0 0 DJ aaaa 0 0 C 0 E jL-0 €row t' "m O I r L fn0-20 Z v JOB NUMBER 25002.180 • CAD FILE NAME LOT 101 IS L�� DAVIS BEWS qk O. ® 150 STATE STREET EAST • '� C 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER EST. 1994 C— L�� DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER EST. 1994 C— /.UU �v ),D a 2 1 5/ UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT LOW WALL LOW WALL M. BEDROOM CLOSET MA5TER OL05ET F.F. LINE BEYOND HALLWAY FINISH FLOOR BEYOND — FLOOR 5Y5TEM - DINING ROOM CLG. BEYOND c0 oa OPEN OPEN TO _ TO --)PEN KITCHEN @ DINING DINING KITGHEIml LIVIN DINING DINING ROOM COL. DINING ROOM COL. DINING ROOM COL. A5CALE: 1/4" = I'-0" 5CALE: 1/4" I'-0" �c UNDER -STAIR PROTECTION ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER 5TAIR 5URFACE AND ANY 5OFFIT5 3 TREADS AT PROTECTED ON THE ENCLO5ED 51DE WITHY2 INCH GYP5UM IO.00" EACH LANDING BOARD PER F5.C. 2010 RE51DENTIAL CODE R302.1 42" H. LOW WALL STAIR NOTES: RAILING BALU5TER5 5HALL BE 5PACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH., HANDRAIL5 HANDRAILS FOR 6TAIR)AY5 SHALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T RISER. HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A 5PACE OF NOT LE55 THAN I -U12 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOU5 GRA5PA5LE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA 3/4" PLYWD, DECKING BEAM i FLOOR 5Y5TEM MIN. HEAD /36 H. CLEARANCE CONTINUOUS IO.00 GRASPABLE (TYP.) RAILINGCIO (2) 2x8 I" NOSING — (2) 2x8 LEDGERS a (TYP.) BEAM5 (TYP.) cl)a� I- -1- -1(TYP.) I I I — �,� 2x TREADS AND Ix R15ER5 (TYP.) 2x 5TRINGER5 2-06-0 BFD 12 TREADS AT 10.00" EACH LANDING STAIR SECTION SCALE: 1/4" - I' -O" TRU55E5 AYTTr Arrccc 5CALE: 1/2" . I'-0" COLUMN BA5E II 42" H. DRYWALL TRIM 6 I/2 LOW WALL BELOW CHAMFER W/ ROUNDED TOP OF CMER5 GOWER BEAD LoW WALL PLAN VIEW Rill SIDE VIEW M�� I IiGILiIVI.� LING UZI x m DAVIS BEWS DESIGN GROVP JOB NUMBER 25002.180 C 0 o rA N 0 0) (D �. >>JM CO) L 0 � J � 0 O o c 00 E iL1L0) I a =}�N p. N 01? �c�� 0 z L d EST. 1994 N COLUMN BA5E II 42" H. DRYWALL TRIM 6 I/2 LOW WALL BELOW CHAMFER W/ ROUNDED TOP OF CMER5 GOWER BEAD LoW WALL PLAN VIEW Rill SIDE VIEW M�� I IiGILiIVI.� LING UZI DAVIS BEWS DESIGN GROVP JOB NUMBER 25002.180 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813.92,5.1800 FAX W W W.DAVISBEWS.COM TAMPA • E7ENVER EST. 1994 N CAD FU.X4ME LOT 101 " o0ip -20-15 CROWN ••J ���� : _ M a DRYWALL . PAINTED SAND WRAPPED TRIM BD. CAP ••® ems` — FIN15H COLUMN W/ AND BA5E :®'�®' ROUNDED (5EE COL. ,``® • ROUNDED CORNER COMER 51DE VIEW BEAD BEAD DETAIL) COLUMN BA5E II 42" H. DRYWALL TRIM 6 I/2 LOW WALL BELOW CHAMFER W/ ROUNDED TOP OF CMER5 GOWER BEAD LoW WALL PLAN VIEW Rill SIDE VIEW M�� I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813.92,5.1800 FAX W W W.DAVISBEWS.COM TAMPA • E7ENVER EST. 1994 DINING ROOM COLUMN DETAIL 5CALE: N.T.5. C:) 0 0 W TOP OF ENCL, (Az 6'-2" If pm=q TEMPERED CORIAN k GLASS rroo CAP1/21' ENCL. 0 TILE m17 rT BACK - SPLASH rILE 0 SHOWER 42 H. r 7 TUB DECK / - TILE GARDEN TUB BEYOND _ FIN15H FLOOR 0 T1 SECTION >7 z o0 TILE SHOWER TUB DETAIL ��>� • 5CALE: 1/4" = 1411 itis 5 2 57 PLAN DETAILS- 5CALE: 1/4" - I'-0" GARAGE LEFT TYP. CROSS-SECTION OF RAISED2 2 2 WOOD TEXTURED FINISH BANDING AND / 6� ROOFLE 12 ab ab Q OR SAND FINISH KEYSTONE W 6� GC, VERIFY �•�1� * q = SHINGLE ALUMINUM OVER V SGALE: 3" : I"-0" ROOF �gNINCsLE 2x6 SUB -FASCIA (TYPICAL) PLT. NT. PLT, NT, ROOF7 PLT. NT. _,... STUCCO FIN15H zco b" BANDING (TYP.) ---� I 6i=u 4" BANDING Ifl (TYP) 0 G G STUGCO0 @ro FINISH 6" BANDING SECOND F.F. LINE SECOND F.F. LINE _5TU000 (TYP) 4INGLE SECOND F.F. LINE SHINGLE FINISH ROOF T.OM. ROOF v SAND FINISH 6" BANDING QUOIN —= (TYP.) 6" BANDING 10 � (TYP.) ODD❑❑❑❑C� `� SAND FINISH ❑❑❑��a�❑ 6' SAND QUOINS �, f FINISH (TYP.) QUOINS El E El El E El El 17 (TYP.) MAIN F.F. LINE;E] ' -7 © COPYRIGHT 2014, TAYLOR MORRI50N TEMP. r� GRADE LINE-/51DE GRADE LINE (ASSUMED) LT. (ASSUMED) CD 0 FRONT ELEVATION 5GALE: 1/4" - I'•m' �3UILO/�G "s ELEVATION "6" GARAGE LEFT JOB NUMBER 25002.180 • Z y I LOT 101 0 �� b111.11111,05-20-15 0/ 2N`0 OLDSMA& FLORIDA 34677 813.925.1300 TEL u W W W.DAVLSBEWS.COM a �. >;JM X 0 0 J� � N ~O ®` •w�"�tl IJ„ o:�co rte.. •1•," 3�E �LL_O% y q TYP. CROSS-SECTION OF RAISED2 2 2 WOOD TEXTURED FINISH BANDING AND / 6� ROOFLE 12 ab ab Q OR SAND FINISH KEYSTONE W 6� GC, VERIFY �•�1� * q = SHINGLE ALUMINUM OVER V SGALE: 3" : I"-0" ROOF �gNINCsLE 2x6 SUB -FASCIA (TYPICAL) PLT. NT. PLT, NT, ROOF7 PLT. NT. _,... STUCCO FIN15H zco b" BANDING (TYP.) ---� I 6i=u 4" BANDING Ifl (TYP) 0 G G STUGCO0 @ro FINISH 6" BANDING SECOND F.F. LINE SECOND F.F. LINE _5TU000 (TYP) 4INGLE SECOND F.F. LINE SHINGLE FINISH ROOF T.OM. ROOF v SAND FINISH 6" BANDING QUOIN —= (TYP.) 6" BANDING 10 � (TYP.) ODD❑❑❑❑C� `� SAND FINISH ❑❑❑��a�❑ 6' SAND QUOINS �, f FINISH (TYP.) QUOINS El E El El E El El 17 (TYP.) MAIN F.F. LINE;E] ' -7 © COPYRIGHT 2014, TAYLOR MORRI50N TEMP. r� GRADE LINE-/51DE GRADE LINE (ASSUMED) LT. (ASSUMED) CD 0 FRONT ELEVATION 5GALE: 1/4" - I'•m' �3UILO/�G "s ELEVATION "6" GARAGE LEFT JOB NUMBER 25002.180 • x m y Cr10g LOT 101 0 �� b111.11111,05-20-15 0/ 2N`0 OLDSMA& FLORIDA 34677 813.925.1300 TEL N d ,77 W W W.DAVLSBEWS.COM IIS �. >;JM `` ��L'• 0 0 J� � N ~O ®` •w�"�tl IJ„ o:�co rte.. •1•," 3�E �LL_O% N C.0 T q 4;�_Z L •oL q w rte+ TYP. CROSS-SECTION OF RAISED2 2 2 WOOD TEXTURED FINISH BANDING AND / 6� ROOFLE 12 ab ab Q OR SAND FINISH KEYSTONE W 6� GC, VERIFY �•�1� * q = SHINGLE ALUMINUM OVER V SGALE: 3" : I"-0" ROOF �gNINCsLE 2x6 SUB -FASCIA (TYPICAL) PLT. NT. PLT, NT, ROOF7 PLT. NT. _,... STUCCO FIN15H zco b" BANDING (TYP.) ---� I 6i=u 4" BANDING Ifl (TYP) 0 G G STUGCO0 @ro FINISH 6" BANDING SECOND F.F. LINE SECOND F.F. LINE _5TU000 (TYP) 4INGLE SECOND F.F. LINE SHINGLE FINISH ROOF T.OM. ROOF v SAND FINISH 6" BANDING QUOIN —= (TYP.) 6" BANDING 10 � (TYP.) ODD❑❑❑❑C� `� SAND FINISH ❑❑❑��a�❑ 6' SAND QUOINS �, f FINISH (TYP.) QUOINS El E El El E El El 17 (TYP.) MAIN F.F. LINE;E] ' -7 © COPYRIGHT 2014, TAYLOR MORRI50N TEMP. r� GRADE LINE-/51DE GRADE LINE (ASSUMED) LT. (ASSUMED) CD 0 FRONT ELEVATION 5GALE: 1/4" - I'•m' �3UILO/�G "s ELEVATION "6" GARAGE LEFT JOB NUMBER 25002.180 • y CAD FILE NAME LOT 101 DESIGN GROVP b111.11111,05-20-15 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM IIS EST. 1994�- ®` •w�"�tl IJ„ •°w r rte.. •1•," q •oL q w rte+ V w Ci ate' .,.7 .. TYP. CROSS-SECTION OF RAISED2 2 2 WOOD TEXTURED FINISH BANDING AND / 6� ROOFLE 12 ab ab Q OR SAND FINISH KEYSTONE W 6� GC, VERIFY �•�1� * q = SHINGLE ALUMINUM OVER V SGALE: 3" : I"-0" ROOF �gNINCsLE 2x6 SUB -FASCIA (TYPICAL) PLT. NT. PLT, NT, ROOF7 PLT. NT. _,... STUCCO FIN15H zco b" BANDING (TYP.) ---� I 6i=u 4" BANDING Ifl (TYP) 0 G G STUGCO0 @ro FINISH 6" BANDING SECOND F.F. LINE SECOND F.F. LINE _5TU000 (TYP) 4INGLE SECOND F.F. LINE SHINGLE FINISH ROOF T.OM. ROOF v SAND FINISH 6" BANDING QUOIN —= (TYP.) 6" BANDING 10 � (TYP.) ODD❑❑❑❑C� `� SAND FINISH ❑❑❑��a�❑ 6' SAND QUOINS �, f FINISH (TYP.) QUOINS El E El El E El El 17 (TYP.) MAIN F.F. LINE;E] ' -7 © COPYRIGHT 2014, TAYLOR MORRI50N TEMP. r� GRADE LINE-/51DE GRADE LINE (ASSUMED) LT. (ASSUMED) CD 0 FRONT ELEVATION 5GALE: 1/4" - I'•m' �3UILO/�G "s ELEVATION "6" GARAGE LEFT y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994�- TYP. CROSS-SECTION OF RAISED2 2 2 WOOD TEXTURED FINISH BANDING AND / 6� ROOFLE 12 ab ab Q OR SAND FINISH KEYSTONE W 6� GC, VERIFY �•�1� * q = SHINGLE ALUMINUM OVER V SGALE: 3" : I"-0" ROOF �gNINCsLE 2x6 SUB -FASCIA (TYPICAL) PLT. NT. PLT, NT, ROOF7 PLT. NT. _,... STUCCO FIN15H zco b" BANDING (TYP.) ---� I 6i=u 4" BANDING Ifl (TYP) 0 G G STUGCO0 @ro FINISH 6" BANDING SECOND F.F. LINE SECOND F.F. LINE _5TU000 (TYP) 4INGLE SECOND F.F. LINE SHINGLE FINISH ROOF T.OM. ROOF v SAND FINISH 6" BANDING QUOIN —= (TYP.) 6" BANDING 10 � (TYP.) ODD❑❑❑❑C� `� SAND FINISH ❑❑❑��a�❑ 6' SAND QUOINS �, f FINISH (TYP.) QUOINS El E El El E El El 17 (TYP.) MAIN F.F. LINE;E] ' -7 © COPYRIGHT 2014, TAYLOR MORRI50N TEMP. r� GRADE LINE-/51DE GRADE LINE (ASSUMED) LT. (ASSUMED) CD 0 FRONT ELEVATION 5GALE: 1/4" - I'•m' �3UILO/�G "s ELEVATION "6" GARAGE LEFT TYP. i^15B TYP. -' ,. Ift (a) xi DAVIS BEWS OVERHANG 6:12 LANAI ROOF AT HIP 813.925.1300 TEL 813. 925.1800 FAX VENT REQUIREMENTS (UN.O.) EST. 1994c - G.C. VERIFY THAT 36.00 50. IN. r. Q OF VENTILATION THROUGH UPPER ON�M 7 777--7777-- 7777 - 2/3 OF ROOF 15 ACQUIRER � SCALE: 1/8"s° = 1'-0" 1 VERIFY QUANTITY OF ROOF VENTS yA i "` TYP. I REQUIRED, PER MANUFACTURERS U) LL I OVERHANG( SPECIFICATIONS OF NET FREE AREA v J•D ` r 0 AT GABLE i PER VENT. I 6:12 I f— (UND.) Er 6:12 —" f.. - -7777 77-=7777777777 I D 11, J *+ pG OFF -RIDGE I I y� VENT (TYP.) I I I i UPPER ROOF VENT REQUIREMENTS G.C. VERIFY THAT 356.96 50. IN, OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRER VERIFY' QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. GARAGE ROOF VENT REQUIREMENTS G.C. VERIFY THAT 4.96 5Q. IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 6:12 "�ll�r I 6:12 I I I I I I I � I y� 7777 —1— J ENTRY ROOF VENT REQUIREMENTS G.G. VERIFY THAT 12.80 5Q. IN, OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. 6:12 i AA VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA ----------- - I PER VENT. I L- ---- ---- --------7777-- ROOF PLAN SCALE: 1/8" - 14" 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FIN16H TEXTURED BANDING THICKNESS OF TEXTURED FINI5H OVER FRAME APPLICAT10 To BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926, INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" 1'-0" 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 FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 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 (VERIFY W/ TRU65 MANUF ) GIRDER TRU55 GIRDER 6 12 12 12 6 TRUSS --- ROOF TRUSSES Q6 � AT 24" O.G. - •- 12 ROOF TRUSSES (TYPICAL) 6� AT 24" O.G. (TYPICAL) SER CLOSET cp ,-13 AM I or — FLOOR FLOOR SYSTEM —•- M BEAM - OPEN TO ❑ AMILY DI NG LINTEL - KITCHEN cp OOMH ROOM — INC DINING L—ILA OM ROOM ■ ❑ ❑ (2) 2x6 LEDGER NAILED TO a' STUDS W/ (3)10d NAILS AT a ET TOP AND BOTTOM CHORD 12 a� 0 0 123 Of TRUSS 6� FLOOR 5Y5TEM GONG. LINTEL -' ,. Ift (a) xi DAVIS BEWS x 0 6:12 150 STATE STR.E.ET EAST ; 813.925.1300 TEL 813. 925.1800 FAX oJ �0 EST. 1994c - SECTION BB r. Q I ON�M I SII � SCALE: 1/8"s° = 1'-0" 1 > Jcm I �Q `V U) LL I 00-0 v J•D ` r 0 tid I UPPER ROOF VENT REQUIREMENTS G.C. VERIFY THAT 356.96 50. IN, OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRER VERIFY' QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. GARAGE ROOF VENT REQUIREMENTS G.C. VERIFY THAT 4.96 5Q. IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 6:12 "�ll�r I 6:12 I I I I I I I � I y� 7777 —1— J ENTRY ROOF VENT REQUIREMENTS G.G. VERIFY THAT 12.80 5Q. IN, OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. 6:12 i AA VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA ----------- - I PER VENT. I L- ---- ---- --------7777-- ROOF PLAN SCALE: 1/8" - 14" 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FIN16H TEXTURED BANDING THICKNESS OF TEXTURED FINI5H OVER FRAME APPLICAT10 To BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926, INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" 1'-0" 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 FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 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 (VERIFY W/ TRU65 MANUF ) GIRDER TRU55 GIRDER 6 12 12 12 6 TRUSS --- ROOF TRUSSES Q6 � AT 24" O.G. - •- 12 ROOF TRUSSES (TYPICAL) 6� AT 24" O.G. (TYPICAL) SER CLOSET cp ,-13 AM I or — FLOOR FLOOR SYSTEM —•- M BEAM - OPEN TO ❑ AMILY DI NG LINTEL - KITCHEN cp OOMH ROOM — INC DINING L—ILA OM ROOM ■ ❑ ❑ (2) 2x6 LEDGER NAILED TO a' STUDS W/ (3)10d NAILS AT a ET TOP AND BOTTOM CHORD 12 a� 0 0 123 Of TRUSS 6� FLOOR 5Y5TEM GONG. LINTEL JOB NUMBER 25002.180 • CAD FILE NAME LOT 101 ISSUED 05-20-15 -' ,. Ift (a) xi DAVIS BEWS x 0 150 STATE STR.E.ET EAST Ur too 813.925.1300 TEL 813. 925.1800 FAX oJ �0 EST. 1994c - SECTION BB r. ON�M • �, a.. SII SCALE: 1/8"s° = 1'-0" 5CALE: 1/8° : I' -m" > Jcm z `V U) LL 00-0 v J•D ` r 0 o� 0 Er LL0� 12 -T }iN tea, 6 12 SHINGLE U) ro'' *+ o z V JOB NUMBER 25002.180 • CAD FILE NAME LOT 101 ISSUED 05-20-15 Q6 ROOF 12 SHINGLE 112 6 6 � ROOF PLT, HT, PLT, HT. STuccoSTUCCO -@ TEMP. /5TUGGO r FINI5H � TEMP. TEMP. FINISH 8 FINISH OBS. (TYP.) SECOND F.F. LINE_ 12 SECOND FF. LINE T.O.M. _ 6 _TOM. ON 2'-0" `A (TYP.) RETURN SAND /TEXTURED = /TEXTURED AT SIDES FIN15N e QUOINS FINISH zo FINIS; 7 Ej (TYP) -' ,. Ift (a) xi DAVIS BEWS DESIGN GROVP 150 STATE STR.E.ET EAST OMWM , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994c - SECTION BB SECTION AA • �, a.. SCALE: 1/8"s° = 1'-0" 5CALE: 1/8° : I' -m" z 12 6 12 SHINGLE Q6 ROOF 12 SHINGLE 112 6 6 � ROOF PLT, HT, PLT, HT. STuccoSTUCCO -@ TEMP. /5TUGGO r FINI5H � TEMP. TEMP. FINISH 8 FINISH OBS. (TYP.) SECOND F.F. LINE_ 12 SECOND FF. LINE T.O.M. _ 6 _TOM. ON 2'-0" `A (TYP.) RETURN SAND /TEXTURED = /TEXTURED AT SIDES FIN15N e QUOINS FINISH zo FINIS; 7 Ej (TYP) MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LINE_ GRADE LINE (ASSUMED) r. LEFT ELEVATION CD SCALE: I/8" , I' -m" w 12 6 6 12 Q6 0 /SHINGLE ROOF-- SHINGLE PLT. HT. �7 ROOF PLT. HT. 0 e STUCCO _ STUCCO M FINISH 7 * `� FINISH ZviW /l T SECOND F.F. LINE_ -SHINGLE SECOND FF. LINE T.O.M. ROOF T.OM. V a - - TEXTURE MAIN FF LINE 11TEMP, MAIN FF LINE Jr— GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - I'-0' 12 �/ 12 SHINGLE 12 6� SHINGLE 6 12 �,HINGLE �6 ROOF 6D ROOF ROOF Q6 PLT. HT. - - PLT. HT. _ J � _ I - �5tucco � _ STucco N a" -STUCCO FINISH * F.G. FINISH fG. ITYP> FIN15H • �l -- 12 SECOND FF. LINE _ 6 i� SECOND FF. LINE o 3 --SEC- OND F.F. LINE 2200 T.O.M. _ T.O.M. _ • M - SAND _ FINISH �.."".... 5ANp ❑ e,. FINISH (TYP.) QUOINS %� �ul��,v TITLE • /TEXTURED c SIDES ELEVATIONS aQUOINS IRETURN (TYP.) o, "S,r�gl.q� . ROOF PLAN ", . FIN15N �o «� P (TYP.) SIDES T DBUILDING ETAILS SECTIONS MAIN FF. LINETEMP, MAIN F.F. LINE — — — — — — GRADE LINE (ASSUMED),2 1 , RIGHT ELEVATION SHEET SCALE:/8" :1'_m" ELEVATION B 3 B2 GARAGE LEFT VLo. -' ,. Ift (a) xi DAVIS BEWS DESIGN GROVP 150 STATE STR.E.ET EAST OMWM , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994c - MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LINE_ GRADE LINE (ASSUMED) r. LEFT ELEVATION CD SCALE: I/8" , I' -m" w 12 6 6 12 Q6 0 /SHINGLE ROOF-- SHINGLE PLT. HT. �7 ROOF PLT. HT. 0 e STUCCO _ STUCCO M FINISH 7 * `� FINISH ZviW /l T SECOND F.F. LINE_ -SHINGLE SECOND FF. LINE T.O.M. ROOF T.OM. V a - - TEXTURE MAIN FF LINE 11TEMP, MAIN FF LINE Jr— GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - I'-0' 12 �/ 12 SHINGLE 12 6� SHINGLE 6 12 �,HINGLE �6 ROOF 6D ROOF ROOF Q6 PLT. HT. - - PLT. HT. _ J � _ I - �5tucco � _ STucco N a" -STUCCO FINISH * F.G. FINISH fG. ITYP> FIN15H • �l -- 12 SECOND FF. LINE _ 6 i� SECOND FF. LINE o 3 --SEC- OND F.F. LINE 2200 T.O.M. _ T.O.M. _ • M - SAND _ FINISH �.."".... 5ANp ❑ e,. FINISH (TYP.) QUOINS %� �ul��,v TITLE • /TEXTURED c SIDES ELEVATIONS aQUOINS IRETURN (TYP.) o, "S,r�gl.q� . ROOF PLAN ", . FIN15N �o «� P (TYP.) SIDES T DBUILDING ETAILS SECTIONS MAIN FF. LINETEMP, MAIN F.F. LINE — — — — — — GRADE LINE (ASSUMED),2 1 , RIGHT ELEVATION SHEET SCALE:/8" :1'_m" ELEVATION B 3 B2 GARAGE LEFT VLo. 3 TAB 25 YR SHINGLE ON 15# FELT OVER ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES 0 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN 50# FELT OVER METAL FLASHING 15# FELT E 14 5"'x5" METAL FLASHING w/TAR BETWEEN OVER BOTTOM NAILING FLANGEFz — _ - BIG. HGT. — �-- 18""x18"" METAL SHINGLE ROOF PER CONTRACT FLASHING AND SHINGLES s 'a ALUM. DRIP EDGE T FLASHING. RUN KICKOUT FLASHIN,SHINGL SHINGLE PER 2 ( PAST EDGE OF ROOF ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE ALLOW FOR FLASHING ) FLASHING CONTRACT INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF 2x6. FASCIA ED 'I WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE oNc�M VENTED ALUM. SOFFIT �r 3, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERSNOTES: 3. FOLD WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SHEATH & EXT, FINISH BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS (MIN'. 6" WIDE) TYPICAL ROOF Tf WALL FLASHING DETAIL, WINDOW FLASHING AS REQ'D N.T.S. PLAN MEW N TYPICAL WINDOW FLASHING DETAIL - 1x4 WINDOW TRIM tl m- TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 0 DBL. c a) N.T.S. HEADER I'„ 2010 FBPC SE TION 703.8 TYPICAL WINDOW & SLIDING GLASS DESCRIBED IN SECTION 8703.8, FERC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF DOOR E FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WEATHER FOLD UP WEATHER MECHANICALLY FASTEN RESISTIVE RESISTIVE BARRIER 8c TIE --IN WITH WEATHER RESISTIVE BARRIER: 226NOR OTHER APPROVED WEATHER -RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED . BY TABLE 8703.4. SUCH EXTERIOR SHEATHING SIDING AS NECESSARY IN CORNERSTHROUGH �, BARRIER TEMPORARILY SECURE v'yy� 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 mm). SEE NOTE # HING � E CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WAI.:.l.. FINISH AND E rFOLD UP WEATHER WALL sHEArH1NG SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF � 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE: HEADER TO THE FOLLOWING LOCATIONS: RESISTIVE BARRIER & TEMPORARILY SECURE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) WEATHER EXTERIOR ALLOW FOR FLASHING INSTALLATION 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF --FLASHING WINDOWS HAVING A CONTINUOUS RFSiS 3. INSTALL SILL FLASHING AS SHOWN ABOVE RESISTIVE SHEATHING 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. s: WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER COPINGS. WALL PER PLAN TAPE- SILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. a OVER BOTTOM NAILING FLANGEFz (ASSEMBLED WINDOW 6" 5"x5" METAL FLASHING s z CORNER PATCH s 'a INSTRUCTIONS: NOTES: OVER BOTTOM NAILING FLANGEFz 6" 5"x5" METAL FLASHING HEAD FLASHING TIE-IN CORNER PATCH w/TAR BETWEEN' FLASHI G AN INSTRUCTIONS: NOTES: CAD FILE NAME LOT 101 RUN KICKOUT FLASHIN,SHINGL 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 2 ( PAST EDGE OF ROOF ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE ALLOW FOR FLASHING ) FLASHING w INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF ------ FLASHING ED 'I WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE oNc�M WEATHER RESISTIVE BARRIER �r 3, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERSNOTES: 3. FOLD WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS (MIN'. 6" WIDE) TYPICAL ROOF Tf WALL FLASHING DETAIL, 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. PLAN MEW N TYPICAL WINDOW FLASHING DETAIL 3. MECHANICALLY FASTEN AS NECESSARY tl m- TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 0 N.T.S.T.S. c a) N.T.S. I'„ 2010 FBPC SE TION 703.8 EXTERIOR WAILS SHALL PROVIDE THE BUILIDNG WITH A WEATHER --RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FERC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF �+ 0.- Z52p 0 WATER WITHIN THE WALL ASSEMBLY BY PROVIDING AWATER—RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES OPTION -a SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN 226NOR OTHER APPROVED WEATHER -RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED . BY TABLE 8703.4. SUCH SIDING FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 mm). WHERE JOINTS SILL PLATE OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 mm). SEE NOTE # APPROVED CORROSION --RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL E CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WAI.:.l.. FINISH AND WALL sHEArH1NG SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF NOTES: THE FOLLOWING LOCATIONS: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2 REMOVE WEATHER RESISTIVE BARRIER FROM TOP of WINDOW SILL PLATE 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF --FLASHING WINDOWS HAVING A CONTINUOUS 3. INSTALL SILL FLASHING AS SHOWN ABOVE CORNERS, T THAN 1 1 8 INCHES 28mm OVER 'THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING INCLUDING CORNERS DO NOT REQUIRE LAP C)L- NOT LESS /f � ( ) 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. s: WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. TYPICAL FLASHING DETAIL AT SILL PLATE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD—FRAME CONSTRUCTION. N.T.S. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT—IN GUTTERS. 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING z x 0 w p JOB NUMBER 25002.180 p CAD FILE NAME LOT 101 rp0 JLo pILI-- 0 813.925.1300 TEL w w eo N r, ED 'I oNc�M F �r N (1) . r L- > M ` ' N 0 0 121 'pJ'0~ tl m- MONOE 0 c a) I'„ L 7 ; N o �+ 0.- Z52p 0 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING z p JOB NUMBER 25002.180 p CAD FILE NAME LOT 101 DESIGN GROVP pILI-- 150 STATE STREET EAST ISS 05-20-15 813.925.1300 TEL w w TAMPA • DENVER ED 'I F > w AIR�tl r N .. N v tl m- c I'„ fAl 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING Q�� TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 0 SCALE: 3": I' -m" 0 0 SHEATHING PER PLAN 3 15" FELT DRAINAGE PLANE E, 1/8" STUCCO THICKNESS 4 PAPERBACK LATH0 �■ 1 I MEMBRANE STRIP COVERING WOOD ' FRAME/MA5ONRY INTERSECTION UNDER EXPAN510N JOINT TO EXTEND 2" BELOW CMU 2 METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5 5/8" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS 5HOULD BE • IN5TALLED OVER FRAME AND CMU 2200 WEEP SCREED DETAIL TITLE «Ulip FLASHING DETAIL PER M.CD, ENGINEERING 50ALE: 3" = 1'-0" e DETAILS 15°2157 - „B„ ELEVATION GARAGE LEFT z DAVIS B EWS DESIGN GROVP pILI-- 150 STATE STREET EAST O 813.925.1300 TEL w w TAMPA • DENVER � F > w Q�� TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 0 SCALE: 3": I' -m" 0 0 SHEATHING PER PLAN 3 15" FELT DRAINAGE PLANE E, 1/8" STUCCO THICKNESS 4 PAPERBACK LATH0 �■ 1 I MEMBRANE STRIP COVERING WOOD ' FRAME/MA5ONRY INTERSECTION UNDER EXPAN510N JOINT TO EXTEND 2" BELOW CMU 2 METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5 5/8" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS 5HOULD BE • IN5TALLED OVER FRAME AND CMU 2200 WEEP SCREED DETAIL TITLE «Ulip FLASHING DETAIL PER M.CD, ENGINEERING 50ALE: 3" = 1'-0" e DETAILS 15°2157 - „B„ ELEVATION GARAGE LEFT DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 Q�� TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 0 SCALE: 3": I' -m" 0 0 SHEATHING PER PLAN 3 15" FELT DRAINAGE PLANE E, 1/8" STUCCO THICKNESS 4 PAPERBACK LATH0 �■ 1 I MEMBRANE STRIP COVERING WOOD ' FRAME/MA5ONRY INTERSECTION UNDER EXPAN510N JOINT TO EXTEND 2" BELOW CMU 2 METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5 5/8" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS 5HOULD BE • IN5TALLED OVER FRAME AND CMU 2200 WEEP SCREED DETAIL TITLE «Ulip FLASHING DETAIL PER M.CD, ENGINEERING 50ALE: 3" = 1'-0" e DETAILS 15°2157 - „B„ ELEVATION GARAGE LEFT 0�LJ L • JOB NUMBER 25002.180 CAD FILE NAME LOT 101 ISSUED 05-20-15 FAMILY ROOM / _ REVISED ROUGH -IN / FOR OPT. J FAN/LIGHT W.P. / G.F.I. I ' 3 PENDANT \ (CENTER '✓_ GF.I.�' I I IN CLG.) D I GF.I. MICROWAVE----- -------------- FE OUTLET -------- -- OUTLET +14" KITCHEN I i ---i L GF.I. + 36" I I I � UF to _IGH rI _IV;Lj-, ITC iPWDR. CHGF I— I Hol / 220 V.I I I I I MAKE-UP fL LIGHTSGF.L_ F_I I I PENDANT (VERIFY IL. , , LOCATION) G.F.I.rl HH77,7777711 qp AT 48° �Z50 GAL W.H. PUSHBUTTON FOR �* GD. OPENER I17 \I GARAGE 1 I l I r777= ZTE 150 AMP. CLG. OUTLET I ELEC. ELEC. FOR G.D. OPENER METER PANEL --------- ----- ----� I G.C. VERIFY LOCATION FOR CEILING FANS WP. / .":;'.I. FOR GF.I. I I PRE -WIRE T.U.G. SERVICE AT 48" IRRIG. i I GF.I. AT 48" COACH COACH LIGHT -- -` LIGHT LECTfRICAL <E r x ro w �r DAVIS BEWS DESIGN GROUP 0 DUPLEX CONVENIENCE OUTLET Utoo to EST. 1994 DUPLEX OUTLET ABOVE COUNTER 0 J N- K)iP. WEATHERPROOF DUPLEX OUTLET do NN 4/0 ALU. CABLE.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET MAIN DISCONNECT METER A/C HALF -SWITCHED DUPLEX OUTLET I$D SPECIAL PURPOSE OUTLET COMBO - SQUARE D 00 DISC. 3�E � t W TYP. 014 AND 012 COPPER TO DUPLEX OUTLET IN FLOOR REFER i0 FLOOR 6Nro^ INSIDE LIGHTS AND OUTLETS 220 VOLT OUTLET PIAN FOR NOTED AMPS. REQUIREDPANEL MAIN DISC. #10 COPPER TO WALL SWITCH WATER HEATER 13 THREE-WAY SWITCH UNDERGROUND t COPPER TO RANGE 14 FOUR-WAY SWITCH SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ID DIMMER SWITCH ALSO SERVICE TO BE BONDED - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE TO FOOTING STEEL WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN ELECTRICAL RISER DIAGRAM HT TLUORESCK EN FLUORESCENT LIGHT FIXTURE NOTE: EXHAUST PAN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL EXHAUST PAN/LIGHT COMBINATION COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ® ELECTRIC DOOR OPERATOR (OPTIONAL) ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL( © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) QQ THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �(7 ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.1) 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 ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. J4" 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, SINROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMFER-PROOF RECEPTACLES PER NEL. 2008 406.11 5, ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFCl PROTECTED IGF.O. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN PULL COMPLIANCEWITH NFPA 1OA-05, N.E.C. 2008, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 0�LJ L • JOB NUMBER 25002.180 CAD FILE NAME LOT 101 ISSUED 05-20-15 FAMILY ROOM / _ REVISED ROUGH -IN / FOR OPT. J FAN/LIGHT W.P. / G.F.I. I ' 3 PENDANT \ (CENTER '✓_ GF.I.�' I I IN CLG.) D I GF.I. MICROWAVE----- -------------- FE OUTLET -------- -- OUTLET +14" KITCHEN I i ---i L GF.I. + 36" I I I � UF to _IGH rI _IV;Lj-, ITC iPWDR. CHGF I— I Hol / 220 V.I I I I I MAKE-UP fL LIGHTSGF.L_ F_I I I PENDANT (VERIFY IL. , , LOCATION) G.F.I.rl HH77,7777711 qp AT 48° �Z50 GAL W.H. PUSHBUTTON FOR �* GD. OPENER I17 \I GARAGE 1 I l I r777= ZTE 150 AMP. CLG. OUTLET I ELEC. ELEC. FOR G.D. OPENER METER PANEL --------- ----- ----� I G.C. VERIFY LOCATION FOR CEILING FANS WP. / .":;'.I. FOR GF.I. I I PRE -WIRE T.U.G. SERVICE AT 48" IRRIG. i I GF.I. AT 48" COACH COACH LIGHT -- -` LIGHT x ro w �r DAVIS BEWS DESIGN GROUP Utoo to EST. 1994 0 J N- do NN L >_jM 00 3�E � t W or-_OroC00 _ L �}'0 6Nro^ 41 z°��° 0�LJ L • JOB NUMBER 25002.180 CAD FILE NAME LOT 101 ISSUED 05-20-15 FAMILY ROOM / _ REVISED ROUGH -IN / FOR OPT. J FAN/LIGHT W.P. / G.F.I. I ' 3 PENDANT \ (CENTER '✓_ GF.I.�' I I IN CLG.) D I GF.I. MICROWAVE----- -------------- FE OUTLET -------- -- OUTLET +14" KITCHEN I i ---i L GF.I. + 36" I I I � UF to _IGH rI _IV;Lj-, ITC iPWDR. CHGF I— I Hol / 220 V.I I I I I MAKE-UP fL LIGHTSGF.L_ F_I I I PENDANT (VERIFY IL. , , LOCATION) G.F.I.rl HH77,7777711 qp AT 48° �Z50 GAL W.H. PUSHBUTTON FOR �* GD. OPENER I17 \I GARAGE 1 I l I r777= ZTE 150 AMP. CLG. OUTLET I ELEC. ELEC. FOR G.D. OPENER METER PANEL --------- ----- ----� I G.C. VERIFY LOCATION FOR CEILING FANS WP. / .":;'.I. FOR GF.I. I I PRE -WIRE T.U.G. SERVICE AT 48" IRRIG. i I GF.I. AT 48" COACH COACH LIGHT -- -` LIGHT 2200 gU I LfJ/, �(� r�irrrrr�ir.ori�n�irrr�rndi� v�s�l TITLE • MAIN FLOOR ELECTRICAL PLAN RTIA­ MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT �r DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX V1/W W.DAVISBEWS.C.OM TAMPA • DENVER EST. 1994 2200 gU I LfJ/, �(� r�irrrrr�ir.ori�n�irrr�rndi� v�s�l TITLE • MAIN FLOOR ELECTRICAL PLAN RTIA­ MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT ELECTfRICAL <EE - DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET .F_,. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c*En FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q• EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR sc SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT pa ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <1U1> ROUGH -IN FOR OPT. CEILING FAN V J <\ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ,_'*"> ROUGH -IN FOR OPT. CEILING FAN NOTES I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD 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.... 4211 OUTLETS ..... 1411 TELEPHONE. ..1411(UNLESS ABV COUNTERTOP) TELEVISION ... 14 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REHIRE 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 (GPD. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, NE.C. 2008, 2010 FB.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR 15 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. Tr MASTER SUITE ROUGH -IN FOR OPT. FANLIGHT \ 1 l -------------------- CLEAR ---- — -- ----, CLEAR PKT. HORIX. — — — � I I I WP.7: GF.I -LIGHTS P a/4y W.P. I I BATH 2 HORIZ MAKE-UP 1 LIGHTS \ I L SD i ROUGH -IN FOR OPT. J FANLIGHT BEDROOM 4 mal - �ZL_ SD I ---------------� A.H. •DISC �,,0, ITO )ITN J ROUGH -IN FOR OPT. FANLIGHT I SDBEDROOM 2 1 r—� SD i ROUGH -IN FOR OPT. G.C. VERIFY LOCATION J FANILIGHT FOR CEILING FANS PRE -WIRE BEDROOM 3 2200 �>1 c�i 'Q ti� O� o N�" `% rz �'o # 1. ' B FLOOR ELECTRICAL PLANUPPER GARAGE LEFT • • x ro DAMS BEWS U 000 DESIGN GROVP O i h� OLDWAR; FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX a^ TAMPA • DENVER EST. 1994- N 0000) L■ >JM `L. LL 00 0 0 �m h � J -0 ti 0��p �E Qj L �++ p . N (fl roti oN z� 2200 �>1 c�i 'Q ti� O� o N�" `% rz �'o # 1. ' B FLOOR ELECTRICAL PLANUPPER GARAGE LEFT r DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR; FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994- 2200 �>1 c�i 'Q ti� O� o N�" `% rz �'o # 1. ' B FLOOR ELECTRICAL PLANUPPER GARAGE LEFT DESIGN PRESSURES GENERAL NOTES BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND SPEED (ALLOWABLE) 108 mph INDEX OF DRAWINGS DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. BUILDING TYPE V B 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, O a SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL (PSF) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS AREA (SQ FT) STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD (+) 21.2 REGARDLESS OF SPECIES. -- F - (-) 22.9 3. FIELD -CUT ENDS, NOTCHES AND DRILLEDHOLES OF PRESERVATIVE -TREATED DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR (+) 20.2 WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW (-) 22.0 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED (+) 19.0 SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE (+) 18.0 Q 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING - 19.8 NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. BEND). 9'-0" x 7'-0" 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY 2. STRAPS/CONNECTOR SUBSTITUTION (+) 18.4 (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT (-) 20.9 MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL SHEET r SHEET TITLE INSTALLATION INSTRUCTIONS ARE FOLLOWED. a 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 3. STAIR CONSTRUCTION CLADDING WIND PRESSURES AND SUCTIONS PER 2010 CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE IS 15FT, 2 STORY HOME IS 30FT HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. "a" = END ZONE IS ONLY W/IN V-0" OF ALL EXTERIOR SIMPSON HSS2 STUD SHOES, TYP U.N.O. 4. (METAL STUD SUBSTITUTION BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE 5. OMITTED J -BOLT RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -112" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL& EPDXY CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED w/ SIMPSON SET EPDXY @ 5" MIN EMBED. GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES -112"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" NOT. TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR 6. MORTAR JOINTS MASONRY IS TO BE PRESSURE TREATED. -FOR BED JOINTS 1/2"-1 ", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. WOODEN TOP PLATES. *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 STRUCTURAL NOTES THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VERT. REINF. IN EA. CELL, CONT. PER PLAN. VALUES AS FOLLOWS: 7. OVERHANGING CMU WALL COLUMNS BEAMS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. MINIMUM G50 ZINC COATING CELLS PER PLAN. J -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Ft = 1500 Ft = 1700 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Fc 1l=3000 Fc ll= 3000 STRUCTURAL STEEL Fc j = 900 Fc j = 900 THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE S2 FOUNDATION PLAN Z WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS CONDITION U.N.O. SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CEILING CONSTRUCTION BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NOWDOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. - OTHERWISE SPECIFIED. w 11 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE °z LIVING SPACE IS ABOVE THE GARAGE. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED F- 3. MINIMUM 7/16 OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF (CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED 3/6" UNO. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. S3 DOWEL PLACEMENT PLAN 0 SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, UNDER STAIR PROTECTION FASTENERS, LOAD, AND TOLERANCES. W W 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. o SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH CONSUMER SERVICES. (12 7MM) GYPSUM BOARD w Z W p LU "��� 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES O D V O >-WO .�� OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAIWIING PLAN W CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES S4.1 NOTES & CONNECTOR LEGEND o 0- STRUCTURAL ENG: BED / BAD/TL Q DRAFTING: ' 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR C Z V JV SAP,j 0,P QC CHECK_ CC AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. ` SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.. UPLIFT TRUSS S4.2 ROOF FRAMING PLAN 0 � SCALE: AS INDICATED I16,, 5 ~ DATE: 06/07/2015 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR Q CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN m 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE p WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR SD 1 FOUNDATION DETAILS THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. O 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN SD2 GENERAL DETAILS ILL REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDINGSPECIFIED DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS OTHERWISE BY TRUSS ENGINEER OF SD3 GENERAL DETAILS N w > BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH W AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. S D4 GENERAL DETAILS LL 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS p 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS SD5 R i DETAILS TWO STORY Z w CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF O d' N TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY G SD6 TWO STORY DETAILS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. �� ���tl �►J�I�"e,,� v 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TRUSS DESIGN LOADS: TOP CHORD: Lr - 16 PSF ST 1 STAIR DETAILS ¢ • •®0•®®•®0.'•."��L�o�'G� " z Z 't J► �, • w 4, ;• o Q A:6. HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) � 6 J OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) ^� 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14PSF(TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF UPDATES •®.® = Q OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF 0% • ® ®' --� J O 1/ °••�•`® u MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT)%_ NUMBER DATE DESCRIPTION ••®• 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF 1 5/12/2014 CREATED ELEV. A,B,C & A BONUS w PSI (fm = 1900 PSI) E)BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. J 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. MINIMUM FLOOR DESIGN DEAD LOADS: A)FLOORS = 15 PSF ADDED ELEV. C W/ TRUSSWAY TRUSSES PER LOT 2O 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF GENERAL TRUSS BRACING BLOCKING REQUIREMENTS 2 1 /6/2015 TB 41 - RLB U Imo' SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSIA &TRUSS MANUFACTURER'S DRAWINGS ADDED OPTIONS POCKET SGD � DINING & SITTING ❑ Q +D O 1 � FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FOR MIN. 7/16 OSB SHEATHING 3 4/10/2015 ROOM#2 @MASTER ri N 't"-7 'D 0 PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK .RECOMMENDATIONS -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE REQ'D ADDED ELEV. B W/ TRUSSWAY TRUSSES PER LOT w WALL AT THE TOP & BOTTOM & MAXIMUM 8'70" U.N.O. VERITCALLY. TIES TO THE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT NOT IF SHEATHING SPAN is LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" 4 G/H/2015 JV TB -101 ( ) d. U°°m, C '" 0` FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 _ o POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END.UL "X" 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25' U.N.O. -TRUSS BRACING. MIN 2x4 SYP #2 AT ANGLE APPROX. 45o FROM VERT. TO EA. "X" p 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND TRUSS MEMBER w/ (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP Z 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3� ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 0 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING p 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS Q LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (M NAILS EACH TRUSS. OVERLAP BRACING AT LEAST w CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. TT P ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. U CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR o ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS �^ 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63). V! CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) W 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND p EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN < _ (� DESIGN PRESSURES WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. BUILDING TYPE V B 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, O a SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL (PSF) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS AREA (SQ FT) STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES O SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED (+) 21.2 REGARDLESS OF SPECIES. 1. OMITTED REBAR (-) 22.9 3. FIELD -CUT ENDS, NOTCHES AND DRILLEDHOLES OF PRESERVATIVE -TREATED DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR (+) 20.2 WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW (-) 22.0 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED (+) 19.0 SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO - 20.8 AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE (+) 18.0 BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING - 19.8 NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. BEND). 9'-0" x 7'-0" 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY 2. STRAPS/CONNECTOR SUBSTITUTION (+) 18.4 (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT (-) 20.9 SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S SUCTION DIAGRAM s 5 DESIGNED AND DETAILED BY OTHERS. INSTALLATION INSTRUCTIONS ARE FOLLOWED. a 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 3. STAIR CONSTRUCTION CLADDING WIND PRESSURES AND SUCTIONS PER 2010 CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE IS 15FT, 2 STORY HOME IS 30FT HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. "a" = END ZONE IS ONLY W/IN V-0" OF ALL EXTERIOR SIMPSON HSS2 STUD SHOES, TYP U.N.O. 4. (METAL STUD SUBSTITUTION OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE 5. OMITTED J -BOLT RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -112" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL& EPDXY CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED w/ SIMPSON SET EPDXY @ 5" MIN EMBED. GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES -112"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" NOT. J -(BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR 6. MORTAR JOINTS MASONRY IS TO BE PRESSURE TREATED. -FOR BED JOINTS 1/2"-1 ", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. WOODEN TOP PLATES. *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, a ENGINEERED LUMBER THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VERT. REINF. IN EA. CELL, CONT. PER PLAN. VALUES AS FOLLOWS: 7. OVERHANGING CMU WALL COLUMNS BEAMS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Wine U.N.O. CELLS PER PLAN. Fb = 2500 Fb = 3000 -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Ft = 1500 Ft = 1700 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Fc 1l=3000 Fc ll= 3000 STRUCTURAL STEEL Fc j = 900 Fc j = 900 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE O Fv = 285 Fv = 285 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS CONDITION U.N.O. SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CEILING CONSTRUCTION BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. 1 . USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL - OTHERWISE SPECIFIED. CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 11 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE °z LIVING SPACE IS ABOVE THE GARAGE. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED F- 3. MINIMUM 7/16 OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF (CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED 3/6" UNO. SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, UNDER STAIR PROTECTION FASTENERS, LOAD, AND TOLERANCES. W W 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. o SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD (12 7MM) GYPSUM BOARD 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 O a 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 (+) 19.0 (+) 19.0 50 - 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM s 5 4 4,, l 5 5 }%^ a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME 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 V-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. S1 p 7 W 3; 1z N I O a J z z�w a a o�' w gc Z ZZU)WW E f- U w6 it W <C il i U Z W J H Z N LL i Q O 0 UUj ~ LU Z_ w a O Z Q O Z_ S _ F- - CD 11 °z F- (0Z LU O J 0 H W W o W W p LU "��� D V O >-WO .�� - �Lu STRUCTURAL ENG: BED / BAD/TL Q DRAFTING: C ILL!-----STRUCT__ JV SAP,j 0,P QC CHECK_ CC JOB No. TM - 2150591 LU SCALE: AS INDICATED I16,, 5 ~ DATE: 06/07/2015 INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. S1 FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I -- LAPPED MIN. 6" AND SEALED. 0 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". W 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR U) 30'-0" RECESSING DOOR SILLS. W z 15'-0" 2 -STORY FTG. 13'-8" 1'-4" 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 0 00 0 CL 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE OU SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) Z V CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE Q 0 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W MF01 A/C PAD MF08 2 USE ALTERNATE APPROVED METHOD. -j Q 00 - SD1 SD1 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. �_ ■ ■ __._. __ ■ ■ n SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION �'INSTRUCTIONS.o9. NO WOOD STAKES PERMITTED IN FOUNDATION.C7 W Lu I H I MF08 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED _ � SD1 -- DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO u. o O SD11 - -4"" FIN—. FLR H co I o DETERMINE STEP LOCATIONS IF REQUIRED O T 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z 15,-0 " I I II Ii!//Llj ■ I AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD / d N 2 -STORY FTG. ♦♦ % #®/��' I FOOTING STEP DOWN AND CORNER INFORMATION. ♦ N rMFOI 2 SD11 I 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ,�* °•®• �s�, �' =�-g W_ p SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH �'. . • Q•� Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ; 0 ®a < V I I 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ® 0'-0" FIN. FLR ■ ■ • -' ' """'' — ® ® COMPACTION. 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS ••• FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE e ° : <` MF11 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL �i k•' ® SD1 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ' °OO a•O•l,�` 3 1/2" THICK CONC. SLAB W/ 6X6 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. `�I( V �♦LL W/1.4 XW/1.4 W.W.F. OVER 6 MIL 14,-2„ I SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, 14 fill, III VAPOR BARRIER OVER COMPACTED IN 12 LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS ■ COMPACTED FILL. - DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). W w_- — b THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS NIN' N BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 CL 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U' I _ - " 11 I DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z C3 giltilli,lII '`lJ MF01 --- 24 X48 x12 dp W/#5 S STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q <Y,� C. SD1 @6" o.c. EA. WAY FOOTING SIZES PENDING DEPTH OF STEMWALL MO C:), I W [�� — FOOTING SCHEDULE _ O10-3 -I C� _ ■co U U O 12 x12 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (2) # 5 E.W. LL „ „ „ „ 16'-10" 13'-2" O U (n SD1 C, „ P @ O" 0 I O 24 x24 x12 d w/ #5 s 6 O.C. EA. WAY MIN 4 # 5 E.W. O !� ■ >- LL > O Q 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. d V-2 N W 6'-9„ 5, 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. 01 ■ 1 ■ ~ U 7 o 32"x32',"x12" dp w/ #5's @ 6„ O.C. EA. WAY MIN (6) # 5 E.W. Z bO (n ��j ■I1 I co Z I rf I ® O 36 x36 x12 dp w/ #5s @ 6 O.C. EA. WAY MIN (6) # 5 E.W. J 0 0 � W � In -- -- - 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. OZ L 06 F- Z N M I- J 1 a8'-8" -' 48 x48' x12 d w/ #5 s 6" O.C. EA. WAY MIN 8 # 5 E.W. U Z O F o 17'-10" I 3'-6" 2 -STORY FTG. 4 ( ) 2.6 P @ � ■o O H` �n W ~ 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. Z Z O Z < Iii MF05 ■ F- 0 O 4 E 10SD1 I 5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z U vi iFL MF03 MF11 Q O W I-111 31 I SD4 Lv SD1 I a J Z ■I ■ �J■ O A. LL. LL MF01 Q W SD1 PAVERS W -4" FIN. FLR Z = 7 3: LL FLR, SYMBOLS LEGEND LU E oo H 2 W ■I a� I�� o I- co r ® ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. I I ■ f<�> a I TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). Z ■ o -v I • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q N TO TIE BEAM. O I I 6'-0" 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z � M F02 0, oc _ o �1 SD1 ■ O I MF02 INTEGRATE F- r T N SD1 COLUMN INTO I MAIN HOUSE Q Z W Q ° J w I=- � W J O W 0 1 2 -STORY FTG. 0 O Z 2 Co Z ■ ■ (DrI I U)Z • ■ W 0 • ■ • �w �.W0 MD01 MF13 MD01 Q ll- F- SD2 SD1 SD2 F- 16'-0" 16'-0„ 3,_0„ 8,-0„ F- 30'-0„gIlILU��� W STRUCTURAL TRUC U AL ENG: BED / BAD/TL of Z STRUCT. JV o� Uj QC CHECK: CC JOB Na - - - --- TM - 2150591 1 5 7 = SCALE: AS INDICATED ~ DATE: 06/07/2015 FOUNDATION PLAN 1/4"=11-011 2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLCAny use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT.#5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. J Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 1- 1'-0 1'-0" 1'-0" w " p 3'-10" 514" 3'-10" 14'-0" Wz .- Lk • ■ z U o U) J LLI C) m c� 0_ Q' o O r 00 ■ o ' wW/ • 114.41 Q� Cq L�-[ 0 2'-0" 8'-10" 31-4" _ �"~ 'a®®�� o w M v etS.°i ;ra ° co 6. r<u z z 10 ■ d �.�0fs , ,�,`` ❑ _ ■®moi �® ®. ' p �w`� 0 U- lf' ` ao OO /1111 w a. O� o C) ■ Z*� � N C) ri Q o r--- - — W ic> M wdo o Q a O D ■ N U- 0 O &t (D bo N ■ I I I I I � O Q I ■ Ld F- l_ �—I— II I M � p Z I_j ■ U)cn 3 F g co ® O ro�nnS a Z (1) U —j Z i� 0 J Q 2^ ■ ■ .._..__® ■ ® _ _J cFEg W O Z:)tow E v 51-2, w Q r' F- 1'-4" `� Z J Q z LL. 0� �� o ui MEM ® T. Z U j co ❑ (%� �� io w 5'-8" V-8" N O ao O ■ Z 0 Q O ■ p � 11 Z W Q z _ ■ N ■ U) O J0 NL (V ~ N W H O 2'-0" 16'-0" 2'-0" w 2 (j)0 z � Z m 2 LU ~ ~ cnLLI >- W= WO pry U Q- W H STRUCTURAL ENG: BED / BAD/TL J DRAFTING: - - --- pbwILD�� Z c w-STRUCT: JV QC CHECK: CC - - - �. W JOB No. TM - 2150591 �R-I-Nh (0 - - SCALE: AS INDICATED 5 7~ DATE: 06/07/2015 DOWELLAYOUT PLAN_ „_1 ,-0 „ 1/4- 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I E I h I- --- - l _ - J Q H Z W O Lu WS10 ZO SD5 0 0 o 0 o 0 0 0 ' w — ■ z O • o u) J Lu O m GE01 p WS11LD02 SD3 w SD5 SD4 _ 0 T 0 N W w u- 0 F01• trreaar/l/o��® a o ® 04 :@@E -'������ Z z 1 .. " C.' 1702 S4 WS 11'„ cfj Q rY F12> SD5 ' ��' O m F12 w J F12 �" O O U . InLTT20B @BASE M Q ABU66 @BASE F13 ■ z '` O CO MD03q ° SD2o°- Q O a BW1 q ■ U LL Oyu" C 2( I F04 4 III yl;Q U WF02 I I F04 _ WF02 SD6 M I I 117SD6 0° I� =7L7 m__W_-. a I I A mLd ■FI�� I i I� I ■ r I I I I I A ? Z F06 I -- -J F03cn A ¢ O— U N ■ co ��8 — C05_ z vi o M MD03 O z �tS SD2 ■ Q c—c (-q vgwc!-,5 G LD03 U Z O F o BW1SD6 o J 9 FlQ 0Q�� g ■ ■ ■ ■ _ LL z8 � 8 Fll Lij 0LuO � � Lp02 GE01 a —j O O o" ■ D4 SD3 o F= J Fll S v � Imi W■o= (n Fll w r Fll 0 co 0 0 0 2 WS 11 z SD5 Fll0 Q 0 WS11 PRE -ENG. TRUSSES PER PLAN- Fll SD5 RECESS FLOOR TRUSS 8" FOR Z FLOOR SHEATHING BEARING ON TOP OF BEAM PER PLAN w WF15 11'-0" TOP SD 6 I/ _ OFT Z F- 1 1 x ZW0 03 cn Q —J J WS 15 \\ ~ � W Ld SD3 • SD6 G03 0 w uj 0 1 - -_ �T� _ 9'-4" BTM. p 0 0 r- � 0 o � � WS10 OF TRUSS z Z 0 0 0 0 0 0 SD5 PRE -ENG. TRUSSES p — Im --� -> BEYOND 8'-8" BTM. Adk Z OF BEAM w I H SD4 BEAM PER PLAN D W W 0 r' w Q = �0 I—�:H BEARING DETAIL 3/411 11-011 STRUCTURAL ENG: BED / BAD/TL p;U1L Jzo Q _ ...... _.. - DRAFTING: SA zH -STRUCT: iv Y QC CHECK: CC JOB No. TM - 2150591 SCALE: AS INDICATED DATE: 06/07/2015 FIRST FLOOR FRAMING PLAN- 1/411=1'-O" S4 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 01 MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these dOCUment0.Wlthout the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION &FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM i3VV1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) OK OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2 THREADED ROD @ 48 O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) ` 5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C._ 1160 plf 3rd. PT. BW3 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR WMIN. OR ENDNAILS OR ENDNAILS UPLIFT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN V-0" TO 3'-11" BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS R 1160 plf 3rd. PT. STANDARD HEADERNOTES 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 A. 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 ISNOT SPEICFIED CONTACT E.O.R. GENERAL BEARING WALL NOTES EARIN G 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. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2" 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. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Op (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) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) OK PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) ON PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) v O - 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END -` , KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADERNOTES 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 A. 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 ISNOT 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 O (2)2X4 SYP #2 BUILT UP STUD COLUMN B O (3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN OE (3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN <a>4x4 SYP#2 POST OJ 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. OM 3-1/2"x5-1/4" LVL COLUMN. ON 3-1/2"x7" LVL COLUMN. P O 3-1/2"x9-1/2" LVL COLUMN, O5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. v O - O - STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)4" 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 NAI L GENERAL DIAMETER/ LENGTH 8d .131"x22' 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 I PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" ❑ META20 w/(7) 10d x 1 NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 2 META16 OR 2 META20 O O TO POST: SIMP. HTS20 OR LSTA18 r2] (1)plyTRUSS (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 ❑3 H10A w/(18)10d x 12" NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS 82x12 WITH 1/2" FLITCH F] (ATEXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 w/(24)10d x 12' NAILS TO POST: SIMP. HTS20 OR LSTA18 El(2)HTS20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 F6 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS w/(14)10d x 12' NAILS ON MASONRY: SIMP: META16 El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 ❑ M GT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & ` 10 R HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET' FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24" 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 928pif 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 Efl 0d NAILS & g" 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 2z" NAILS wA8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 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 SIRDER TO COL./ BEAM 9100 4095 23 _ 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY.W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR 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 TO POST: SIMP. HTS20 OR LSTA18 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"x22" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 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'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 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 B3.5x11.25 (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)1Od NAILS & (18)4'x24" 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 B3.5x20 (2) 1.75"x20" LVL . U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP: ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: W 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 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. J 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS Q 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 W BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE LU Z CONTINUOUS FROM FLOOR TO CEILING. W 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O q - ADDITIONAL LOADS: U A) ALL CEILING HUNG SOFFITS AND SOFFITS z C.7 WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. � W 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m OF ALL HARDWARE BEFORE INSTALLATION. p 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT p EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS U_ DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. o 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. cw THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY w W TRUSSES H 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE O THE GARAGE. Z 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN o R PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ®�t11911��01,,,�''® - N OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO ��® I ®® w CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP 1� o. ®°®°�,®®� Ln Z Z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW �� "° i C= a< V AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE �wV J PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS_ -„ a SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS �+ : Q NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF s'j' ®'° O CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS�''�� °oO°.,,,, °o®°°G ®®® U_ LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE w ROOF SYSTEM THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND - BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE o - ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 00 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER z coall THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. M BUILDER NOTE: ' IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE Lu ° aa.. U 11 u 0 TRUSS MANUFACTURERS LAYOUT a _ U° ---- STOP ---- O Ci0 AND CALL THE ENGINEER OF RECORD PRIOR TO cn PLACEMENT OF ANY TRUSSES o' cn 4�� NAILING SCHEDULE: o' Z O ROOFS: L ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) ry FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" U 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. < U GABLE ENDS: U W �, �; ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ T, O.C. z14 AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER O 06 W z to SO EDGES AND 6" iN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q Z D U' V b I d UO L Z z OFSga), EXTERIOR WALLS: w W a z SEE WF10/SD4 FOR MORE INFO. = O ~ U V Z Z:)U)W W NAILS: W 0 a<WSg E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.( 0 it'Z'S ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, w HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Z W Z~i _jEQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY a _.! p " TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 0 �- W O STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p �- BE IN ACCORDANCE WITH ASTM A 153. U I - APA SHEATHING NOTE: a W O 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED Z = Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END W WITH (3) 10d TOENAILS. cn O CL C� Z 0 z 10 = m r �I H °zF- a -Z J0 O W J FLU _ WIwO o U) 02z L W >-�O W p v r1 I- STRUCTURAL ENG: BED / BAD/TL q DRAFTING: H Z STRUCT: JV W -- QC CHECK CC --- _.._-_---_---- JOB __--- --- -- --- JOB No. TM - 2150591 NOTES & CONNECTOR LEGEND F_ SCALE -_ A /07/2 INDICATED DATE. 06/07/2015 71�111111`11�10 1/4"=1'-0" 9 7 S4,1 v., COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any'use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J VJ � W m 0 U_ O O N W /W H U_ O o ` ��� 1 er►ir,�� w 0- o 0 04 LL ye e•• � � W J01 .. tea .' U Az J02 '°ice •• fi Q e e®e• ��'�� J O _ J U_J03 A W s WS06 w/STRAPS EA. O O SD5 SIDE OF WALL Z 'jl co N M Q LU o CL z O H2X6 Q � o O U z Q�5�,�� U O � O missom WS06 WSTRAPS EA. i d - SD5 SIDE OF WALL L H U fn L H3.5X5.5 Q V LL W0 a - win z �WCM� O o�S F— z y w U Z Z O Fo = cc OtNi> Z ^� WS06 w/STRAPS EA. W G a E g SD5 SIDE OF WALL I— t _ `-may' ES Nry 0 cr6lgs - w Qi-i- zz -� U. zUg � O W P_ v 1.— 0 W W --- cn d 2 (2 z O O � I— r z :+ H p -j0 IW I' F_ W p 1 W 2 (D W Z m W � 0 2 M Lr- 0� �2 H2X6 Uir . U) W> W0 _ W 1� U �1 G STRUCTURAL ENG: BED / BAD/TL Q DRAFTING: z -STRUCT: iv QC CHECK CC 1SOME 1 JOB No. �_ SCALE: AS INDICATED ~ DATE. 06/07/2015 ROOF FRAMING P S4.2 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1�4,,_ -1, -° „ or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, p SIM" _1MW'A_1ff_1i1 so] M -IMI MIN 2 1� SD5 WSTRAPS EA. SIDE OF WALL J VJ � W m 0 U_ O O N W /W H U_ O o ` ��� 1 er►ir,�� w 0- o 0 04 LL ye e•• � � W J01 .. tea .' U Az J02 '°ice •• fi Q e e®e• ��'�� J O _ J U_J03 A W s WS06 w/STRAPS EA. O O SD5 SIDE OF WALL Z 'jl co N M Q LU o CL z O H2X6 Q � o O U z Q�5�,�� U O � O missom WS06 WSTRAPS EA. i d - SD5 SIDE OF WALL L H U fn L H3.5X5.5 Q V LL W0 a - win z �WCM� O o�S F— z y w U Z Z O Fo = cc OtNi> Z ^� WS06 w/STRAPS EA. W G a E g SD5 SIDE OF WALL I— t _ `-may' ES Nry 0 cr6lgs - w Qi-i- zz -� U. zUg � O W P_ v 1.— 0 W W --- cn d 2 (2 z O O � I— r z :+ H p -j0 IW I' F_ W p 1 W 2 (D W Z m W � 0 2 M Lr- 0� �2 H2X6 Uir . U) W> W0 _ W U G STRUCTURAL ENG: BED / BAD/TL Q DRAFTING: z -STRUCT: iv QC CHECK CC U JOB No. TM - 2150591 SCALE: AS INDICATED ~ DATE. 06/07/2015 ROOF FRAMING P S4.2 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1�4,,_ -1, -° „ or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, p CONTRACTOR TO z GRADE 40 GRADE 60 BAR SIZE BEND O AT CORNERS PRECAST "U" METAL 'LATH OR LENGTH LAP SPLICE °• . VERIFY THE GROUT q. PROVIDE • ° •' TYPI LINTEL W/ 3000 "Bit WIRE SCREEN 4 #3 17/8 IS LEVEL WITH TOP 7 STANDARD #5 21/4 psi CONC. PER 91/4 OVER COURSES #4 21/2 5 5/8 OF BLOCK FOR 20 HOOK BAR. LAP 55/8 LINTEL PLAN. IF 24 NOT REQ'D TO 31/8 7 113/4 PROPER TRUSS/ 33/4 OTHER BARS INTO 151/2 REBAR IS #6 BE FILLED, 81/16 14 30 FLOOR SYSTEM 81/16 CORNER AS REQ'D 36 INDICATED IN 43/8 (SHEET METAL & 16 1/2 35 5 1/4 BEARING (MIN 3") 213/4 42 LINTEL, #5 TO BE ', PAPER FELT 10" HOOK STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32-013 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. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT HOOKED INTO — e _� PROHIBITED) -- .. --- - - .° - TYPICAL MASONRY SIDE VERTICALS94 ' 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 /62 4 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 SCALE: 3/4" = 1'-0" 4'-6" 710 1423/1105 4360 / 1631 6036/2549 8328/3470– SEE PLAN FOR TOP OF WALL AND LINTEL INFO a� ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. ('t) 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. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 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 REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD ISNOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS LU W U O _z ❑ _� m Q ❑ 0 LL N w p z Q_ IX C-) U) W 0 W ;'.: ..LINTEL PER PLAN , . y ..;•; ,:^�• � •� •rte ' w� V-2" 488 991/991 2661/2143 5681/2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 r. 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 1D'-8" 277 492/352 1254/1132 2193/,1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 .1697 / 1361 2630 / 1738 TRANSOM OPENING MATERIALS �+ MATERIALS • 16'-0" 0 284/0 950/0 1379/0 1997/0 ° 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114 / 0 1468 / 0 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 :A a •°'° 'd - e q••': 110 / 0 -~ 824/0 1147/0 STRENGTH = 1900 PSL 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE c� z WINDOW BY BUILDER {° • ;;'-.' SEE FOUNDATION 8R6-1B/8R6-0B 4 1° '' • r SEE WF01/SD2 FOR / \ t `' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D O O 2'-4" 1694/1694 3725/3280 MORE INFO 4 44.. 4a /o� - cv ®"` 2'-8" 1425/1425 1230/1230 ON EITHER SIDE U.N.O. 4933/4933 4085/4085 ••°•"••• • "�••%,� � z Z LINTEL DESIGNATION SCHEDULE ,�` 3'_0" ..d e "' LINTEL F =FILLED WITH GROUT / 3'-4" 1081/920 2769/1716 4085/2839 A% < U �b r 4'-4" 846/ 833 2121/1716 3127/2839 MARK REQUIREMENTS U =UNFILLED R =RECESSED Q 5'-4" 6'-4" 664/572 526 / 434 1761/1761 1539 / 1539 2595/2595 1329 / 2267 ' (2) 2X8 WOOD HEADER LU V : ❑ d. TURNED SIDEWAYS. FIRST PLY 2X8 TO BOTTOM OF LINTEL CAVITY % '�'� •�'� DOOR OPENING °..e. 1334/1334 MASONRY WALL W/ d 8F16-1B/1T .:' SIMPSON HUS26 HANGER B O � 8'-4" 415/235 1152/1152 1694/1552 QUANTITY OF #5 REBAR AT TOP`®° . '1' ` q• •® ��® ••• ••' ®® � ° �: e••t 1-3/4" TAPCONS INTO q e •• f ::tea._ ° �. �° 1/2" NAILS INTO HEADER. • 2ND PLY TO 1ST PLY W/ Q I` 10d STAGGERED @ 6" O.C. w DO a DETAIL 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. a- SCALE: 3/4" = 1'-0" ROUGH OPENING PER PLAN O° 8F16-1B/1T d — — ' d .. of - 8RF14-0B/1T TYPE DESIGNATION o U o W U e q a ° ° O 8F16-0B/1T 1-1/2" CLEAR e H / N O 8F20-1B/1T _ M o aw _ #5 REBAR AT TOP MIN. (1) REQ'D w O z ... O 8F20-0B/1T W z REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) z GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE °• . NO q. licil • ° •' TYPI AL SHEAR WA L SEGMENT "Bit licit 4 #3 17/8 d 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) z GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE °• . NO q. licil • ° •' TYPI AL SHEAR WA L SEGMENT "Bit licit 11D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 5 1/4 913/16 213/4 42 A'. ' STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32-013 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. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 4�D06 — e _� - -- .. --- - - .° - TYPICAL MASONRY CONSTRUCTION 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 /62 4 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 SCALE: 3/4" = 1'-0" 4'-6" 710 1423/1105 4360 / 1631 6036/2549 8328/3470– SEE PLAN FOR TOP OF WALL AND LINTEL INFO ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. ('t) 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. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 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 REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD ISNOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS LU W U O _z ❑ _� m Q ❑ 0 LL N w p z Q_ IX C-) U) W 0 W ;'.: ..LINTEL PER PLAN , . y ..;•; ,:^�• ;:._ 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 V-2" 488 991/991 2661/2143 5681/2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 1D'-8" 277 492/352 1254/1132 2193/,1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 .1697 / 1361 2630 / 1738 TRANSOM OPENING MATERIALS �+ MATERIALS 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 1. fc PRECAST LINTELS = 3500 PSL 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP, 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114 / 0 1468 / 0 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 :A 22'-8" FRAME INFILL AROU� 110 / 0 -~ 824/0 1147/0 STRENGTH = 1900 PSL 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE c� z WINDOW BY BUILDER {° • ;;'-.' SEE FOUNDATION 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB '' • r SEE WF01/SD2 FOR / \ t `' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 2'-4" 1694/1694 3725/3280 MORE INFO �, /o� - cv ®"` 2'-8" 1425/1425 1230/1230 ON EITHER SIDE U.N.O. 4933/4933 4085/4085 ••°•"••• • "�••%,� � z Z LINTEL DESIGNATION SCHEDULE ,�` 3'_0" "' LINTEL F =FILLED WITH GROUT / 3'-4" 1081/920 2769/1716 4085/2839 A% < U �b r 4'-4" 846/ 833 2121/1716 3127/2839 MARK REQUIREMENTS U =UNFILLED R =RECESSED Q 5'-4" 6'-4" 664/572 526 / 434 1761/1761 1539 / 1539 2595/2595 1329 / 2267 ' (2) 2X8 WOOD HEADER ®,� V : ❑ TURNED SIDEWAYS. FIRST PLY 2X8 TO BOTTOM OF LINTEL CAVITY % '�'� •�'� DOOR OPENING 480/322 1334/1334 MASONRY WALL W/ 8F16-1B/1T .:' SIMPSON HUS26 HANGER B O 8F8-1B/1T 8'-4" 415/235 1152/1152 1694/1552 QUANTITY OF #5 REBAR AT TOP`®° @ EA. END. W/ (6) 3/16"O;x q• •® ��® ••• ••' ®® � 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ Q 8RF14.1B/1T 10d STAGGERED @ 6" O.C. w DO LINTEL W/ TRANSOM DETAIL 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL WIDTH SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE °• . NO -SHEAR WALL T OPENING licil • ° •' TYPI AL SHEAR WA L SEGMENT "Bit licit 11D" #3 17/8 41/4 7 15 21/4 41/4 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE PRECAST LINTEL LOAD TABLE "All "Bit licil Tll "All "Bit licit 11D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 5 1/4 913/16 213/4 42 ° .°•°. ° ❑ a ".4° #3=2%" e #4=2Y2' n pO e e LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK DO8 REBAR SPLICE DETAIL TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED — STANDARD 90 DEGREE HOOK TYP. BOND BEAM 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 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 3'-2 3'-2" 13'-8" O F O Q GROUT U U "� z #5 REBAR AT BOTTOM OF LINTEL p �; O 8F24-1B/1T CAVITY Idllllllll� °' OBOTTOM REINFORCING PROVIDED z� 8RF22-0B/1T� 7- L IN LINTEL (VARIES) � 0 8F24 -06/1T 8" NOMINAL WIDTH O z U � O" 8RF30-1B/1T FILLED � w a P 8F32 -16/1T 1-1/2" CLEAR 0 8RF30-OB/1T Q O _ #5 REBAR AT TOP MIN. (1) REQ'D 0 8F32 -0B/1T U U C.M.U. ❑_ z 0 8F38 -1 B/1 T Q C� O O 8F12-1B/1T `' ito O Z i� Vi��N �• BOTTOM REINFORCING PROVIDED O °d z � r' 0 8F40 -06/1T 7-5/8� ACTUAL IN LINTEL (VARIES) Q ( V 5 -� T c O 8" NOMINAL WIDTH U z p R 9 &1 O H �� x UNFILLED w O J .... _ Z a< AWE = SAFE LOAD TABLE NOTES W o p N W6 is. O Ch 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED P. P LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2".SAFE LOADS FOR ALL V LU L I' ~ N RECESSED LINTELS BASED' ON 4" NOMINAL BEARING. Q O 2. 0 = NOT RATED. XO J 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. U 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Q W 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Z ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. a � 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. O :D) 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. O z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER MGT. Q 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. O _ m C 11 CI F- oM ¢ ZWO W J o O F- O CO ZW (z.0 IX—M LU V _�W cn W �-WO 0 F- . F_ U A H �,UIL.(7j�C J STRUCTURAL ENG: BED / BAD/TL Q DRAFTING: -41 41 . z W STRUCT: JV QC CHECK. CC - JOB No. TM - 2150591 _..._ _...._.. ........._-... _ _._— _...._._.._ �p m = SCALE: AS INDICATED p LINTEL PLA DATE: 06/07/2015 SCALE: 3/4" = V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, AND LOTTS � APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL o STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32-013 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. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT Q I= z 0 � — - -- -- --- - - - - 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 /62 4 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651 / 1349 5365/1999 7342/3123 10000 / 4249 4'-6" 710 1423/1105 4360 / 1631 6036/2549 8328/3470– ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. ('t) 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. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 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 REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD ISNOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS LU W U O _z ❑ _� m Q ❑ 0 LL N w p z Q_ IX C-) U) W 0 W 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 V-2" 488 991/991 2661/2143 5681/2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 1D'-8" 277 492/352 1254/1132 2193/,1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 .1697 / 1361 2630 / 1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 MATERIALS �+ MATERIALS 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 1. fc PRECAST LINTELS = 3500 PSL 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP, 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114 / 0 1468 / 0 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 22'-8" 0 110 / 0 450 / 0 824/0 1147/0 STRENGTH = 1900 PSL 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE c� z RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.r- v�1�tiiNr�ad® a 2'-4" 1694/1694 3725/3280 5499/5421 �, /o� - cv ®"` 2'-8" 1425/1425 1230/1230 3343/3280 2769/2769 4933/4933 4085/4085 ••°•"••• • "�••%,� � z Z LINTEL DESIGNATION SCHEDULE ,�` 3'_0" "' LINTEL F =FILLED WITH GROUT / 3'-4" 1081/920 2769/1716 4085/2839 A% < U �b r 4'-4" 846/ 833 2121/1716 3127/2839 MARK REQUIREMENTS U =UNFILLED R =RECESSED Q 5'-4" 6'-4" 664/572 526 / 434 1761/1761 1539 / 1539 2595/2595 1329 / 2267 QUANTITY OF #5 REBAR @ '; ®,� V : ❑ 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY % '�'� •�'� 7'-4" 480/322 1334/1334 1964/1552 8F16-1B/1T ~� _ 0 B O 8F8-1B/1T 8'-4" 415/235 1152/1152 1694/1552 QUANTITY OF #5 REBAR AT TOP`®° q• •® ��® ••• ••' ®® � 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER Q 8RF14.1B/1T NOMINAL HEIGHT w 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL WIDTH 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. O° 8F16-1B/1T d 8RF14-0B/1T TYPE DESIGNATION o U o U O 8F16-0B/1T 1-1/2" CLEAR z Q H / N O 8F20-1B/1T _ M o aw _ #5 REBAR AT TOP MIN. (1) REQ'D w O z ... O 8F20-0B/1T U J ¢ °. d . c 0` Q C.M.U. Q o 8RF22 1 B/1 T 100 Z _ �-, Q GROUT U U "� z #5 REBAR AT BOTTOM OF LINTEL p �; O 8F24-1B/1T CAVITY Idllllllll� °' OBOTTOM REINFORCING PROVIDED z� 8RF22-0B/1T� 7- L IN LINTEL (VARIES) � 0 8F24 -06/1T 8" NOMINAL WIDTH O z U � O" 8RF30-1B/1T FILLED � w a P 8F32 -16/1T 1-1/2" CLEAR 0 8RF30-OB/1T Q O _ #5 REBAR AT TOP MIN. (1) REQ'D 0 8F32 -0B/1T U U C.M.U. ❑_ z 0 8F38 -1 B/1 T Q C� O O 8F12-1B/1T `' ito O Z i� Vi��N �• BOTTOM REINFORCING PROVIDED O °d z � r' 0 8F40 -06/1T 7-5/8� ACTUAL IN LINTEL (VARIES) Q ( V 5 -� T c O 8" NOMINAL WIDTH U z p R 9 &1 O H �� x UNFILLED w O J .... _ Z a< AWE = SAFE LOAD TABLE NOTES W o p N W6 is. O Ch 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED P. P LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2".SAFE LOADS FOR ALL V LU L I' ~ N RECESSED LINTELS BASED' ON 4" NOMINAL BEARING. Q O 2. 0 = NOT RATED. XO J 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. U 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Q W 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Z ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. a � 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. O :D) 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. O z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER MGT. Q 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. O _ m C 11 CI F- oM ¢ ZWO W J o O F- O CO ZW (z.0 IX—M LU V _�W cn W �-WO 0 F- . F_ U A H �,UIL.(7j�C J STRUCTURAL ENG: BED / BAD/TL Q DRAFTING: -41 41 . z W STRUCT: JV QC CHECK. CC - JOB No. TM - 2150591 _..._ _...._.. ........._-... _ _._— _...._._.._ �p m = SCALE: AS INDICATED p LINTEL PLA DATE: 06/07/2015 SCALE: 3/4" = V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER LL] TIE BEAM SPLICE TO 4 TIE BEAM SPLICE TOe 1 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q BE MIN. 25" GROUT 1'1 BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 CELL SOLID CELL SOLID �1 REQ'D MIN 4" BELOW MASONRY WALL MASONRY WALL X11 CONC. SLAB PER (1) #5 CONT. w/ 1-1/2 i SE'E PLAN 1' SEE PLAN ¢ FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER W 1 21/4" FOUNDATION PLAN CONC. SLAB PER CONCRETE SLAB PER CONCRETE SLAB PER I I z CONCRETE SLAB PER z w FOUNDATION PLAN Q FOUNDATION PLAN 11" FOUNDATION PLAN ¢ _ s FOUNDATION PLAN z z ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE M- > w 0- CL �� LU 1' VARIES _'. p,. w > SEE PLAN as ° v e ° a d ° I u Q ° a d, 7•. II, +°; w Z °° 1'e' OD 'G° '°v .1'a' °o O fn •. — 4'.' ° .•a °. ° a d! �. GRADE _ ° a ' GRADE z w ° _ ° — .° a Q _ d— o ° la 1 a — ° d 45 a ° . - ° _ e = Q ° —I ° I — _ _ — _ — III—III_ I— _I I ISI •,--ml — �T14� �...�-4: � �<,...O�_ _.,_.._ ¢ I-8' 1= --— —Ida . •° 4 e —�a4.� 4 O IJ..._.. - ._ __. T _I ( ..-III-I Z : i — >o T ---— — I . I — II II --I I— I I I. I ISI III -ISI II11 0 � III= I " _._ _ M I=1 I -1 I ►-1 I I I , , ( —1 (I I I — —III— — = I I III=III III III_ Lu I,IILI 11...I (2) #5 BARS CONT. a 1 � -_ I - (2) #5 BARS CONT. 16 � 811 811 m L7 II I - CLEAN COMPACTED w ¢ W/ 3" COVER TYP. I3�' CO I ER ' CLEAN COMPACTED W/ 3" COVER TYP. 3�' CdVER FILL @ 95% STANDARD CLEAN COMPACTED O 2 #5 BARS CONT, w/ 3" CLEAN COMPACTED 2 #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL 95% STANDARD DENSITY FILL 95% STANDARD U C 8" 8" FILL @ 95% STANDARD O FILL @ 95% STANDARD 1'-4OVER TYP.; AT COVER TYP.; AT DENSG�ITY 1' 411 DENSITY 11 coZh DENSITY DENSITY O (2),#5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO o WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20 WIDE BE 20 WIDE o WHERE 2ND STORY OCCURS, FTG ° 11 " r- -- -. SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY N BE 20" WIDE H I W O fiFO TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING z L-' � 3/4"=1'-011 3/4"=1'-011 3/4"=1'-011 3/4"=1'-0" 3/4"=1 _O 3/4"=1'-0" OPT. MASONRY CURB �® •• %jI '` •• ® !:LJ o @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D cn 4. . Z Z CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w = ° Y' 11 SLOPED GROUT TO w 5 ; ^' . Me < • .- OPTIONAL CURB BY ° 4e . •� • .` DRAIN ° MASONRY WALL Q 11 BUILDER MIN. 24" BEFORE °r 1 ° ° M SEE PLAN �'��, •, w'` 11 CONC. SLAB PER 811x12" THICKENED ANOTHER STEP `, a '° CONC. SLAB PER (1) #5 FROM FTG. TO /10 I// - COPYRIGHT CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. ° . I dd e 1 °SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" ''11����ae A. 8 IZ FOUNDATION PLAN w/ 3" COVER TYP, p .1 .�° #5 CONT. PER MFG SPLICE GROUT CELL (n LU 1 REINFORCEMENT SEE LA LU _ .. y. ., . �. GRADE W as a. , 1 '. FOUNDATION PLAN < � F.-! .�, SOLID PER NS �° / R QUA 1'z U)Lu a d: I — — — — = �' v °...� �� �,uw W ate.. ��.� O • 4 FOR QUANTITY III=11 I=1 I I=1 I h .. a _ _ m 1. ° a' t/) a ?►''s 1 THRESHOLD PER MFG . a .d,Al _ _ —III—III—III— D — ° a a a �. #5 x 25 x 25 CORN d ° e A- r . ° Z � - a .. ; •' BAR, ONE FOR EA. a o Q � _ • .:.: � n ° d .. .. . r. ' ... W — 1— I- I — 1 : a4 I �. _ :. '1. .. .p.. Op....-% ....o". P'e ° .—.... — ° d e HORIZONTAL U b - - co o --I ° c A.. . . j CONC. SLAB PER w �I I I— I I_I I I—III I I I I, =1 L_ __ _ u , ° ". e _ I 1- I Il 11 I - _I I I_I I I_ - _8 a .. A ° . , , .: '. ' - , . a <I REBAR, TYP. U.N.O. Ce °0 1 8 4 I I I -I 11--I I—I = I i a a d FOUNDATION PLAN I_ - _ _ I I1— -- 1 III—III—III—III—I I—_I d ° . — — ° , M —I I � = - I I— °ala' _— — —IIS I� — — — I a wo __�_� 'Q �,I — I a __ ���' I.J. I I I — - I I I .. —III.. I (�—III I �'� �,� '. ;.-I e �ea d' ..,�:. 2 #5 BARS CONT. I I=1 I I=11 I-� I I III=1 Q O _ v 4'. 1= — " 2 -STORY CONDITION 1 1101 LL A I =) I I. - - (2) #5 CONT. w/ 3" ,, � SLOPE W/ 3 COVER TYP. @ 1.4 � = 11 - 11 O. — 16 MIN. — COVER TYP. PER MFG •' 3) #5 BARS w/ 20`� m .11.411 � (2) #5 CONT. w/ 3 _– _ _ (2) #5 BARS CONT. iri COVER TYP. -III —IIIIII—III—I (2) #5 BENT BARS w/ SLOPE EXT. SURFACE WIDE FOOTING Z W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE OR GRADE 1/4 PER FOOT AWAY FROM CLEAN COMPACTED O ��+y^�� � FILL 95% STANDARD FILL @ 95% STANDARD U) p WHERE 2ND STORY OCCURS, FTG @ BUILDING DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS FILLER D- DENSITY ELASTOMERIC JOINT O LI AFO FOOTING @ SHOWER AT MASONRY OFOkTHICKENED EDGE FO TYPICAL STEP FOOTING DETAIL "F1TYPICAL CORNER BAR DETAIL (TOP VIEW) AR'�EXTERIOR DOOR POURED SILL fiF1'�FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 H FILLED CELL PER PLAN WOOD POST PER PLAN Q �_ V ® FOR SIZE AND BASE U) �pg 411 CONNECTION LU Sim TOP COURSE TO BE O 06 GARAGE CHAIR BLOCKS. — 0 c9 e _ - J ENTIRE BASE TO BE 0 z Z FILLED SOLID J J TOP VIEW @ CORNER SEE ELEVATION = O Cl) CONC. SLAB PER CMU BASE w/ (1) #5 O FOUNDATION PLAN GARAGE WALL VERTICAL @EACH ~ < O BEYOND CORNER. SEE FLR. a w Q PLAN FOR BASE SIZE, ° ° d ° d ° Z LU Q Z 4' o o O DRIVEWAY BY SEE FOUNDATION FOR eLL 411 tl_ BUILDER- CONCRETE PAD SIZE e 1 w — '' a M OR PAVERS 1' .d e 4 W W U I j CONC. SLAB OR ¢W O A a,a PAVERS PER PLAN ° o W Z 4 > w I.. aG ad.l T W v, — I� -1 I I I e I I` CLEAN COMPACTED - _ I I- FILL @ 95% STANDARD - III - I—II- . 4e _ —I i I- a DENSITY - e 8" x 8" THICKENED I 4'. Lam°�,,•� .:� 811 3" COVER TYP. EDGE w/ (1) #5 CONT. CLEAN COMPACTED d " . a = z e .. FILL @ 95% STANDARD I _ -A - -I Q DENSITY O 3 J 4R�tTHICKENED EDGE @ GARAGE DOOR A—FikFOOTING @ ENTRY MASONRY COLUMN NOT USED z 3/4"=1'-0" 3/4"=1'-0" 'S _ m o 11 � r TOPE E x T 11 P PVC OR SCH40 SLEEVE Z Z W CENTERED AT PIPE Q PENETRATION = O J OJ q• d 4 a �- W W 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE --I T� A d a — — Y FINISH PER ELEV. CENTERED AT PIPE Td O W 1 CONC. SLAB PER 11 PENETRATION I I 0 0 FOUNDATION PLAN 8 C.M.U. FINISH PER I-) - i I -I z Z I— a. III I I I I- z FINISH FLOOR ELEV. z - . 4 O m FINISH FLOOR °o d a a W I- 0 11-- _j .PENETRATING - - _ GRADE PIPE PENETRATING PIPE ; I I =� I I III -III= _ - w }- 0 .1. -° o.SEE FDN. I PLAN FOR - I W H W F- - LOOP TIE (TYP.) d4 ; • � I I CC ((] ". q SIZE &REINF4:1. 0 112- z �' ..'... - 11= =L= (_ (T=) = PIPE PERPENDICULAR TO FND -Il- M .:`.. + n - - - - - _- -I TOP (2) #5 x 4'-0" PVC SLEEVE MIN. - - FOOTING PER PLAN z - - - I_ -- - - cn -III- - I - I - - - -- I- II I -) I CENTERED AT PIPE I- ip - - — - - PVC OR SCH40 SLEEVESTRUCTURAL ENG: BED / BAD/TL DIAMETER TO BE 2 —III^I I 1=1 11- - = PENETRATION CLEAN COMPACTED 1= � - I � I i I I--: I -I I ...DRAFTING: ----- -j ----- ------ ---------- PIPE SIZES LARGER FOOTING PER PLAN Z sTRucT: iv THAN THE FILL @ 95% STANDARD -I I_I =-- SEE FDN PLAN I -I I :a W .....__.. _- ....... --- ........- - - PENETRATING PIPE (SIDE VIEW) DENSITY I 1= a d FOR SIZE �o 4 QC CHECK: CC PVC SLEEVE & REINF. — — (FRONT VIEW) - X06 No TM - z15o591 - �—� i i— IY 4 = SCALE: AS INDICATED PIPE VERTICAL THRU FDN �� I D a 4 =11 I �, — r° DATE: 06/07/2015 Q Q ___ I� _ -D II I I I a I —I I NOT USED 1 4F1 TYPICAL FOUNDATION PENETRATIONS —III- I I_ 3/4"=1'-0" PIPE PARALLEL TO FND SD1 MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y 1 11 it THREADED ROD PER 1/2"=V-0" PROVIDE STANDARD OF OPENING io � • -� 0.1 - "•- ''r' O 5-1/2" EMBED. AT EA. PLANS. MIN. 6" FROM PRECAST LINTEL PER P.T. @ TOP TO ALLOW d: � w HOOK TITEN HD ANCHORS w/ CONT. 2x4 BLOCKING DOOR BRACKET, EA. END OF BRG. WALL/ AROUND CURVE. MIN. MIN. 1 3/4" EMBED. FOR SIDE OF DOOR. MASONRY WALL 2 TAPCON ANCHORS C) j i •,.' PROVIDE 1-1/2 x 3/16 PER 2x8 .•. E ,.... '; ; . SEE PLAN 1/2 EMBED. FOR SOLID THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BASE PLATE CONNECTION PER BRG (1) #5 IN TIE BEAM 2x8 W/ (2) 16d TOE BLK. MAX. 6" FROM TOP & BOTTOM 2x BLK'G. TO O.S.B. W/ NAILS EA. END ARCH PER ELEV (2) - 8d EACH END 2x SPF CONT. (1) #5 BAR IN PRECAST 7/16"NAILSB w/ (2) 8d S END LINTEL d fir• ; �; ; : r1 7/16'' OSB EA. SIDE, W/ (2) #5's VERTICAL IN HEADER (SEE PLAN) 6d NAILS @ 16" O.C. TO •' will. GROUT FILLED CELL .. .' ~ 7/16" O.S.B. EA. SIDE 2x BUCK PER MD04 THIS SHEET ARCH PER ELEV 2x BLK'G. TO O.S.B. W/ 11j ..: '' •+` '�� .. ENTIRE COLUMN TO a m END VIEW w/ WOOD — BE GROUT FILLED Ill 3/4"=1'-0„ • ., J . , U.N.O. U) H U de... .�.:: ' ��;' "`,I�.,• (1) #5 VERTICAL IN LQ. cW7 GROUT FILLED CELL (IF REQ'D PER PLAN)J co � NOTE: SEE MD08 ON Ir LINTEL PLAN FOR Q " ADDIT'L REBAR INFO d .J fiDO VERTICAL REINFORCEMENT DETAIL fiDO GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOi BUCK FRAMING INF! 3/8" DIA. ANCHOR CENTERED BLOCKING PE WALL SCHEDI GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS 1 CMU WALL PER PLAN NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) 114TERIOR LOAD BEARING FRAME WALL TO CMU WALL (5) 3/8" DIA. J -BOLT W/ THREADED ROD PER 1/2"=V-0" 1/2"=11-011 r (4) EQ. SPACED 1/2" O 5-1/2" EMBED. AT EA. PLANS. MIN. 6" FROM PRECAST LINTEL PER P.T. @ TOP TO ALLOW TITEN HD ANCHORS w/ CONT. 2x4 BLOCKING DOOR BRACKET, EA. END OF BRG. WALL/ AROUND CURVE. MIN. MIN. 1 3/4" EMBED. FOR SIDE OF DOOR. MASONRY WALL 2 TAPCON ANCHORS C) j i HOLLOW BLOCK OR 3 PROVIDE 1-1/2 x 3/16 PER 2x8 .•. E SEE PLAN 1/2 EMBED. FOR SOLID THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BASE PLATE CONNECTION PER BRG )a 2x8 W/ (2) 16d TOE BLK. MAX. 6" FROM TOP & BOTTOM 2x BLK'G. TO O.S.B. W/ (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 „ „ 2x8 1 3/16" x 3" 12" O.C. 2 FASTEN PT 2x NAILER TO MASONRY NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK (1) 2x OR (2) 2x BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME TBD BY BUILDER OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S j Z 1/2"=V-0" 1/2"=11-011 NOTE: CUT BACK 2x8 O •4 LINTEL (SEE PLAN) PRECAST LINTEL PER P.T. @ TOP TO ALLOW Q_ CONT. 2x4 BLOCKING 7/16" O.S.B. EA. SIDE AROUND CURVE. MIN. 2 TAPCON ANCHORS C) 0 MASONRY WALL PER 2x8 .•. E SEE PLAN )a 2x8 W/ (2) 16d TOE 2x BLK'G. TO O.S.B. W/ NAILS EA. END fl REST EQ. SPACED WALL SCHEDULE SPECS o . N -24" O.C.)PT BASE PLATE U_ O DO BEARING/ SHEARWALL CONNECTION TO CMU fi`6�02x BUCK DETAIL co Z 1191116// PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8"A.B. Of HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1) CONT. fiFf KNEEWALL ABOVE MASONRY WALL IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN CL 0 04 SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL �� % i �, w t SEE TYPICAL HEADER SHEATHING ® Z Z TYP. TRUSS TO FRAME -. /�. `RAMING DETAILS FOR C4 �"� �' >,DDITONAL TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAM -- ®..� W U CONNECTION PER STD, CONNECTOR CONNECTION PER ® ; °fir z, g Q LL NFORMATION HEADER CAN BE STD. CONNECTOR NOTES STD. CONNECTOR'�� TITHER UPSET OR NOTES NOTES si'' •,9�®•••®•��® J FRAME OUT TO BLOCK )OWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D FRAME OUT TO BLOCK ®� 0 EDGE AS REQ'D EDGE �` !x W/ (2) 16d TOE NAILS TACH END W W 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE 3) 16d COMMON I (2) 2x PLATEOR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FROM EACH I FOR BEAM SIZE (ONLY U O O • JAILS (TYP.) I FOR BEAM SIZE O.C. & 6" I IF OPENING PROVIDED END I PER PLAN) Z MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I ¢ MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ I WALL WITH STUDS @ I N+ 16" O.C. W/ I 16" O.C. W/ I 2x PT BOTTOM WALL w/ STUDS @ 16„ o !x4 SPF CONT. (2) 2x #2 SYP SEE PLAN I PLATE O.C. w/ STRUCTURAL w u 0 STRUCTURAL FOR BEAM SIZE STRUCTURAL I H C} z 3LOCKING ATTACH TO SHEATHING FROM 13- SHEATHING ON BOTH SHEATHING ON BOTH I O '/16" OSB W/ (2) 8d I ( TOP OF WALL 1'0 `� ,� SIDES FROM TOP OF SIDES FROM TOP OF I PRECAST LINTEL OR = JAILS I BOTTOM OF WALL. U WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE `_Y ,L) LL '/16" OSB EACH SIDE, I ATTACHED PER 0 N/ 6d NAILS 16" O.C. NAIL NG SCHEDULE D EER I RADIUS AS REQ'D NAIL NG SCHEDULEER I a NAILING SCHEDULE a) U @ OTHERWISE IP I OTHERWISE SP2 CLIPS ZA -O SIDE & TOP NAILER WIS CLIPS I z ! AT TOP AND SP1 CLIPS BUILDER FRAME MASONRY WALL •e <.�.. AT TOP AND SP1 CLIPS O x BUCKS, AT BASE ARE RADIUS AS REQ'D AT BASE ARE REQ'D O O Q REQUIRED CL LLi FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL � D 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" U U) �^ NAIL SCAB TO TOP IFA/C IS SUSPENDED O CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING J Z NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING ADD 2x4 VERTICAL' REQ'D @ TOP CHORD. SCHEDULE � V SCAB IN EACH TRUSS ATTACHMENTS 12 O W ..- IF NO WEB IS PRESENT SUPPLIED BY A/C SEE Z COMPANY PLAN O otS�ll T (3) 10d NAILS TYPICAL STANDARD TRUSS.e6 T TOP CHORD VARIES Q W (' AT EACH TRUSS V„ �- U A A �--' TRUSS WEBS NOT J 2x4 'X' BRACE ACROSS SHOWN FOR CLARITY LU .J LENGTH OF - PRE-ENG.TRUSS PER I- Q Z i SHEARWALLPLAN, 24" O.C. MAX �/ a 1-----------� 2x4#2 SYP CROSS H LL L) NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN I ( BRACING (AT 45°) W/ ROOFING MATERIAL W TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS yj CHORD WITH (3)10d I I U W F¢- NAILS (2) BAYS PAST A/C RUNS. TYP EACH SIDE z D Z� A/C UNIT AND PAN I- SEE FRAMING PLAN Q J O LOCATION. MIN (3) BAY MIN. 24 BY SUPPLIER MIN. 24" TFOR CONNECTION �_ 2x4 BLOCKING LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE INFO Ix H I'1 BETWEEN TRUSSES TO EACH TRUSS. TYP I I DISPOSAL BY A/C SEE ELEVATION v l- - EACH 0 TOENAILED TO SIDE I I SUPPLIER W DOUBLE TOP PLATE w/TOP OF MASONRY Q 10d NAILS @ 4„ O,C. I I CONNECTION TO BE d' - -- - z W _.. �. _...._.. _- - -.- - SUPPLIED _- - SUPPLIED BY A/C _ STANDARD TRUSS - COMPANY SEE ARCH PLANS FOR 0 65 TRUSS PER PLAN BOTTOM CHORD OVERHANG INFO 0 DOUBLE TOP PLATE BLOCKING UNDER A/C SUPPORTS BL 2x4 N SYP (D FRAMED' WALL PER' -•-- - BLOCKING W/ SIMPSON RE. ELEV. z PLAN A34 OR LUS24-2 EACH FOR O.H. z END TYP. SINGLE TIE -BEAM Q W/ (1) #5 CONT. O PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES GROUT SOLID o 0 z 3/4"=1'-0" 3/4"=1'-0" W w 2x STUDS 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. � @ m A O CHIMNEY CAP SPECS W/ 2" MIN. Q p CLEAR BETWEEN FLUE WINDOW PER z H LSTA18 @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT FLOOR PLAN Q F B F TOP OF CHIMNEY MIN. &FRAME L_ Z W O O ROOF SHEATHING FOR STRAP „ J 2 0 ABOVE A POINT � � -� CO :CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING �_ Vi W NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR 3: D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D 1 SPH4 EVERY ATTA E POWERS STEEL SILL O W 0 1 TO TOP CHORDS OF TRUSSES BELOW WHEN O CH D PER TYP. @ALL WINDOWS H O �""' D � I, ',, OTHER STUD TO NAILING SCHED. 0 � O D BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS - w '� ! DOUBLE TOP PLATE Z Z ,4 P DO \ BELOW AND CONNECT w/ HTS20 @ 32" O.C. / (0 - Ln 2x4 VERTICAL 24" 2x4 FRAMED CRICKET � � � z ' r�. d EXT FINISH PER PLAN E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d W/ GALVANIZED ` FLASHING � � V 0 D NA[LS TO BOTTOM + + -- ..,� - L0 W W O H A H A CHORD & (3) 10d NAILS r�,. LU a _ J F 2x PLATES OVER ROOF DECK PER VALLEY K TO, CHORD; NOTE MAIN FLOOR w O F— � _ D FRAMING DETAIL i IF WALL HEIGHT IS „ (4) 16d COMMONS ELEV O -0 BETWEEN 4FT & 8FT, B G DOUBLE TOP PLATE ! B + NAILED @EACH END USE 2x6 SYP #2 STUDS ++ CONC. SLAB - VERT REINF. BEYOND �ti �� �� �, SEE FOUNDATION _ L- fA STRUCTURAL ENG: BED ! BAD/TL SIMPSON H3 H4 OR H5 EA. END F TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO 1_ J ..... _ _ _. @ O $ �� � � C III -_I I �- ¢ DRAFTING: O RAFTER + 16d COMMONS END �I 2x4 BLOCKING W/ (2) + NAILED TO VERTICAL I I� Z STRUCT: JV 4 2x4s �- MASONRY WALL PER w--__.--STR T: --JV COMMON TRUSS PER PLAN OR CONN. FRAMING w/ E 16d COMMONS END _.- . � � �- PLAN � QC CHECK: CC E .,. I� NAILED TO VERTICAL J STRUCTURAL SHEATHING PER PLAN AND ROOF � uit D i � SEE FOUNDATION e �i�, w JOB No. TM - 2150591 FINISH PER ARCHSFIN . 2x4's + + G GDETAILS FOR FTG INFO �< CURVED ROOF TRUSSES PER PLAN OR CURVED + + i3, SCALE: AS INDICATED KO TRUSS PER PLAN _ RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING : DATE..__..._-.. ------- ..------------- 06/07/2015 NAILED @ 6" O.C. STAGGERED o�r�It s f01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL fiso) TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" SD2 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. x.a COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC' Any use, duplication, or trans%;r of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/2"=V-0" 1/2"=11-011 NOTE: CUT BACK 2x8 •4 LINTEL (SEE PLAN) PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING 7/16" O.S.B. EA. SIDE AROUND CURVE. MIN. 2 TAPCON ANCHORS 0 MASONRY WALL PER 2x8 .•. E SEE PLAN 2x8 W/ (2) 16d TOE 2x BLK'G. TO O.S.B. W/ NAILS EA. END ARCH PER ELEV (2) - 8d EACH END 2x SPF CONT. BLOCKING ATTACH TO 7/16"NAILSB w/ (2) 8d S END VIEW w/ CMU 7/16'' OSB EA. SIDE, W/ HEADER (SEE PLAN) 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 7/16" O.S.B. EA. SIDE 2x BUCK PER MD04 THIS SHEET ARCH PER ELEV 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD — FO ARCH WINDOW FRAMING DETAILS 3/4"=1'-0„ PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8"A.B. Of HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1) CONT. fiFf KNEEWALL ABOVE MASONRY WALL IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN CL 0 04 SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL �� % i �, w t SEE TYPICAL HEADER SHEATHING ® Z Z TYP. TRUSS TO FRAME -. /�. `RAMING DETAILS FOR C4 �"� �' >,DDITONAL TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAM -- ®..� W U CONNECTION PER STD, CONNECTOR CONNECTION PER ® ; °fir z, g Q LL NFORMATION HEADER CAN BE STD. CONNECTOR NOTES STD. CONNECTOR'�� TITHER UPSET OR NOTES NOTES si'' •,9�®•••®•��® J FRAME OUT TO BLOCK )OWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D FRAME OUT TO BLOCK ®� 0 EDGE AS REQ'D EDGE �` !x W/ (2) 16d TOE NAILS TACH END W W 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE 3) 16d COMMON I (2) 2x PLATEOR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FROM EACH I FOR BEAM SIZE (ONLY U O O • JAILS (TYP.) I FOR BEAM SIZE O.C. & 6" I IF OPENING PROVIDED END I PER PLAN) Z MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I ¢ MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ I WALL WITH STUDS @ I N+ 16" O.C. W/ I 16" O.C. W/ I 2x PT BOTTOM WALL w/ STUDS @ 16„ o !x4 SPF CONT. (2) 2x #2 SYP SEE PLAN I PLATE O.C. w/ STRUCTURAL w u 0 STRUCTURAL FOR BEAM SIZE STRUCTURAL I H C} z 3LOCKING ATTACH TO SHEATHING FROM 13- SHEATHING ON BOTH SHEATHING ON BOTH I O '/16" OSB W/ (2) 8d I ( TOP OF WALL 1'0 `� ,� SIDES FROM TOP OF SIDES FROM TOP OF I PRECAST LINTEL OR = JAILS I BOTTOM OF WALL. U WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE `_Y ,L) LL '/16" OSB EACH SIDE, I ATTACHED PER 0 N/ 6d NAILS 16" O.C. NAIL NG SCHEDULE D EER I RADIUS AS REQ'D NAIL NG SCHEDULEER I a NAILING SCHEDULE a) U @ OTHERWISE IP I OTHERWISE SP2 CLIPS ZA -O SIDE & TOP NAILER WIS CLIPS I z ! AT TOP AND SP1 CLIPS BUILDER FRAME MASONRY WALL •e <.�.. AT TOP AND SP1 CLIPS O x BUCKS, AT BASE ARE RADIUS AS REQ'D AT BASE ARE REQ'D O O Q REQUIRED CL LLi FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL � D 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" U U) �^ NAIL SCAB TO TOP IFA/C IS SUSPENDED O CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING J Z NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING ADD 2x4 VERTICAL' REQ'D @ TOP CHORD. SCHEDULE � V SCAB IN EACH TRUSS ATTACHMENTS 12 O W ..- IF NO WEB IS PRESENT SUPPLIED BY A/C SEE Z COMPANY PLAN O otS�ll T (3) 10d NAILS TYPICAL STANDARD TRUSS.e6 T TOP CHORD VARIES Q W (' AT EACH TRUSS V„ �- U A A �--' TRUSS WEBS NOT J 2x4 'X' BRACE ACROSS SHOWN FOR CLARITY LU .J LENGTH OF - PRE-ENG.TRUSS PER I- Q Z i SHEARWALLPLAN, 24" O.C. MAX �/ a 1-----------� 2x4#2 SYP CROSS H LL L) NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN I ( BRACING (AT 45°) W/ ROOFING MATERIAL W TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS yj CHORD WITH (3)10d I I U W F¢- NAILS (2) BAYS PAST A/C RUNS. TYP EACH SIDE z D Z� A/C UNIT AND PAN I- SEE FRAMING PLAN Q J O LOCATION. MIN (3) BAY MIN. 24 BY SUPPLIER MIN. 24" TFOR CONNECTION �_ 2x4 BLOCKING LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE INFO Ix H I'1 BETWEEN TRUSSES TO EACH TRUSS. TYP I I DISPOSAL BY A/C SEE ELEVATION v l- - EACH 0 TOENAILED TO SIDE I I SUPPLIER W DOUBLE TOP PLATE w/TOP OF MASONRY Q 10d NAILS @ 4„ O,C. I I CONNECTION TO BE d' - -- - z W _.. �. _...._.. _- - -.- - SUPPLIED _- - SUPPLIED BY A/C _ STANDARD TRUSS - COMPANY SEE ARCH PLANS FOR 0 65 TRUSS PER PLAN BOTTOM CHORD OVERHANG INFO 0 DOUBLE TOP PLATE BLOCKING UNDER A/C SUPPORTS BL 2x4 N SYP (D FRAMED' WALL PER' -•-- - BLOCKING W/ SIMPSON RE. ELEV. z PLAN A34 OR LUS24-2 EACH FOR O.H. z END TYP. SINGLE TIE -BEAM Q W/ (1) #5 CONT. O PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES GROUT SOLID o 0 z 3/4"=1'-0" 3/4"=1'-0" W w 2x STUDS 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. � @ m A O CHIMNEY CAP SPECS W/ 2" MIN. Q p CLEAR BETWEEN FLUE WINDOW PER z H LSTA18 @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT FLOOR PLAN Q F B F TOP OF CHIMNEY MIN. &FRAME L_ Z W O O ROOF SHEATHING FOR STRAP „ J 2 0 ABOVE A POINT � � -� CO :CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING �_ Vi W NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR 3: D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D 1 SPH4 EVERY ATTA E POWERS STEEL SILL O W 0 1 TO TOP CHORDS OF TRUSSES BELOW WHEN O CH D PER TYP. @ALL WINDOWS H O �""' D � I, ',, OTHER STUD TO NAILING SCHED. 0 � O D BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS - w '� ! DOUBLE TOP PLATE Z Z ,4 P DO \ BELOW AND CONNECT w/ HTS20 @ 32" O.C. / (0 - Ln 2x4 VERTICAL 24" 2x4 FRAMED CRICKET � � � z ' r�. d EXT FINISH PER PLAN E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d W/ GALVANIZED ` FLASHING � � V 0 D NA[LS TO BOTTOM + + -- ..,� - L0 W W O H A H A CHORD & (3) 10d NAILS r�,. LU a _ J F 2x PLATES OVER ROOF DECK PER VALLEY K TO, CHORD; NOTE MAIN FLOOR w O F— � _ D FRAMING DETAIL i IF WALL HEIGHT IS „ (4) 16d COMMONS ELEV O -0 BETWEEN 4FT & 8FT, B G DOUBLE TOP PLATE ! B + NAILED @EACH END USE 2x6 SYP #2 STUDS ++ CONC. SLAB - VERT REINF. BEYOND �ti �� �� �, SEE FOUNDATION _ L- fA STRUCTURAL ENG: BED ! BAD/TL SIMPSON H3 H4 OR H5 EA. END F TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO 1_ J ..... _ _ _. @ O $ �� � � C III -_I I �- ¢ DRAFTING: O RAFTER + 16d COMMONS END �I 2x4 BLOCKING W/ (2) + NAILED TO VERTICAL I I� Z STRUCT: JV 4 2x4s �- MASONRY WALL PER w--__.--STR T: --JV COMMON TRUSS PER PLAN OR CONN. FRAMING w/ E 16d COMMONS END _.- . � � �- PLAN � QC CHECK: CC E .,. I� NAILED TO VERTICAL J STRUCTURAL SHEATHING PER PLAN AND ROOF � uit D i � SEE FOUNDATION e �i�, w JOB No. TM - 2150591 FINISH PER ARCHSFIN . 2x4's + + G GDETAILS FOR FTG INFO �< CURVED ROOF TRUSSES PER PLAN OR CURVED + + i3, SCALE: AS INDICATED KO TRUSS PER PLAN _ RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING : DATE..__..._-.. ------- ..------------- 06/07/2015 NAILED @ 6" O.C. STAGGERED o�r�It s f01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL fiso) TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" SD2 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. x.a COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC' Any use, duplication, or trans%;r of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD 1/2" J-60LTS w/ 31/4 HOLD PT 2x8 PLT., CANT. FOR WHERE O.H. IS > 1'-0", DROP UP TO 4'-8" W 4'-8" < H:6 7'-0" (1) 2x4 BRACE CLG. NAILING SURFACE L41 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM #5 CONT. SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d (1) A23 FROM MAX. ATTACHMENT w/ (3) 1 Od ❑ _ SHEATHING COVERING IF REQ'D @ 6 O.C. 0 TOENAILS EA. END I � CMU WALL CONNECTION CLEAR O.C. O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NOTE: ALL GABLE NAILS @ EA. END. Q QC CHECK: CC GABLE END TRUSS TO c 2x TOP PLATE TO U_ . PLT.@12" O.C. MAX. U GABLE END W/ 16d �p ATTACH JAMB STUDS 2ND 2x4 BRACE IF BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Q ❑ m NAILS @ 6" O.C. 4- W W 0 _ I >< REQ'D, SEE CHART Nc I 0 FRAMING FOR FALSEI L 0�0 SHEATHING NOT REQ'D SHEATHING NOT REQ'D A BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O C. ONNECT TO DROP GABLE WITH SYP#2 OR BETTER EA.DIAG. AS SHOWN, SHEATHING PER PLAN 'k FOR GABLE BRACING*** A BRACING 10d COMMON NAILS @ -A GABLE VERTICAL 2x6 TO BE CONT. @THE TO CONT. @ THE (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CLIP. MAX 2'-0" O.H. \H2.5 FASTEN ROOF _ 1 O COMMON NAILS @ LU X Uj 8".O.C. , P.T BASE PLATE TRANSITION FROM TRANSITION FROM GE0 GABLE END @ FLAT CEILING CONNECTIONS SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. TRUSS PER PLAN GE GABLE END BRACING 3/4"=1'-0" C) 3/4"=1'-0" 2x4 BLOCKING @ EA: • OUTLOOKER (MAX. BEAM TO GABLE WALL TO GABLE BLOCKS w/8d NAILS SEE ELEV. FOR 2x4 BLOCKING (2) 12d ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ PLAN SPAN 2'-0") w/ (2) 16d TRUSS TRUSS STUD TOP &BOTTOM @ 6" O.C. O.H. SIZE Q h ROOF SHEATHING END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d (AS SHOWN) INTO BLOCKING, (4) 8d 3/16" x 2 3/4" TAPCONS CONT. 2x4 z 2x4 #2 SYP P.T. X NAILS INTO TOP PLATE 2x4 OUTLOOKER @ 24" 2x6's @ 24" O.C. MAX. OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER END NAILS TO TRUSS@ WHERE O.H. IS > 1'-0" EACH END 2x4 SYP #2 BLOCKING, META 1'-9" MAX. DOWN FOR 2x4 LEDGER W/ (2) 1 O DOUBLE TOP PLATE TRUSS DOUBLE 2x TOP PLATE OUTLOOKER TRUSS PER PLAN NAILS @EACH WEB \ PER PLAN 2x4 DIAGONAL BRACE DROP END GABLE w/ ❑ 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN E@ND'NAOILS @ EACHd EXTERIOR SHEATHING. EXT. FINISH PER ARCHS TRUSS PER PLAN Z ATTACH PER PLAN S SHEATHING PER PLAN @ 48" O.C. TO 3RD OUTLOOKERS @ 24" w Z rl FROM TOP OF WALL VARIES 1/2" x 8" J -BOLT @ 32" W TO BOTTOM RAKED DOUBLE TOP FASTEN SIDE WALL 2x8 #2 SPF STUDS AT \ \ PLATE -- SDS SCREWS TO TOP BAY REQ'D w/ O.C. TO RUN BACK TO IY WALL SHEATHING PER 16" O.C. - -- — -- - — — CMU WALL PER PLAN DTC CLIP (2) 8d NAILS CHORD OF EACH TRUSS BELOWBOTTOM PLAN LINTEL PER PLAN CHORD. •+ BEAM PER PLAN SHEATHING PER PLAN. \ STRONGBACK, SEE 1ST COMMON TRUSS w❑ 2x WALL, SEE PLAN � ' ATTACH W/ (2) 1 Od L VALLEY RAFTER NAILS @ EACH TRUSS (5) 16d NAILS BRACE FRAMING OR RE -ENG VALLEY TRUSSES) TO \ BEARING CONDITION @ CMU WALL CHART WITH (3) 12d TOENAILS. p 2x PLATE WITH SIMPSON MTS12 OR TO BLOCKING' \ GABLE BRACING (+) CONNECT 0CLIP. 0 @ EA. RAFTER TO PLT. CF01 FIELD FRAMED VALLEY DETAIL EXT. SHEATHING; AFO NON-BEARING WALL CLIP DETAIL \ SEE CHART THOH2.5D U 3/4"=1'-0" SIMPSON H10A SIMPSON H10A ATTACH PER PLAN MAX 2'-0" O.H. z TO BEAM DIAGONAL TO TOP PROVIDE 2x4 BRACE z ❑ _j U)DIAGONAL W PLATE TO EA. ADJ. DIAG. m Q FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D - CONT. 2x4 Q BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART ❑ (I I(5) 16d NAILS BRACE 2x4'S @ 24 O.C. p GABLE BRACING @ 48, NOT REG'D 6' A F-11- = A TO BLOCKING LLO.C. GABLE END o - -- -- - PROVIDE 2x4 BRACE SHEATHING FASTEN LU FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN N w � SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D W 45° PER PLAN. 16d NAILS. U_ CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD 1/2" J-60LTS w/ GABLE BRACING CHART 31/4 HOLD PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 7'-0" (1) 2x4 BRACE CLG. NAILING SURFACE L41 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM #5 CONT. w FALSE BM PER PLANSTRO ><10d COMMON NAILS (1) A23 FROM MAX. ATTACHMENT w/ (3) 1 Od ❑ _ SHEATHING COVERING IF REQ'D @ 6 O.C. 0 TOENAILS EA. END I � CMU WALL CONNECTION CLEAR PROVIDE 16d NAILS GABLE VERT ICAL �'xar-.ti QC CHECK: CC GABLE END TRUSS TO c 2x TOP PLATE TO U_ . PLT.@12" O.C. MAX. U GABLE END W/ 16d �p ATTACH JAMB STUDS 2ND 2x4 BRACE IF �e • • ❑ m NAILS @ 6" O.C. 4- W W 0 _ I >< REQ'D, SEE CHART Nc I 0 FRAMING FOR FALSEI L 0�0 1... 1: 1 — PLATE 'k FOR GABLE GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE O �_ -- SIMPSON H10A DIAG. co TO BLOCKING p Uj Z co " N C=)Z Z SEE GABLE GABLE BRACING @ 48 0 , _ �� PROVIDE 2x BLOCKING :; � U �_ `" CONNECTION DETAIL O.C. MAX. 45° FROM FOR NAILING � Op _j HORIZONTAL (+/- 10) ; : 0 FOR REQ'D BRACE NOT REQUIRED CONNECTIONS6' FROM EAVES. TRUSS PER PLAN �i �° ®�j�e'` J 0 ••9600.•.., � °°r - U_ 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS SEE PLAN FOR�� SUPPORT AND TIE !t1! 111111�� DOWN OF JACK TRUSSES � PROVIDE BLOCKING C BETWEEN TRUSS BAYS p O.. CMU WALL OR LINTEL a. BEAM, IF REQ D w/ (3) " O.C. 48 O.C. FOR FIRST 3 HGA10KT BELOW °� 32" O10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS SEE GABLE WALL PER PLAN ❑ CEILING NAILER AS MSTAM-24 TYP. EA. 4 INTO BLOCKING, (2) MASONRY WALL OR---�"'Jr 2x8 #2 SYP PT. BASE REQ'D SIDE OF EA. STUD. MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" LINTEL SEE PLAN a" ANCHOR BOLT OR CENTERED BETWEEN IN CMU. OR SIMPSON 2x8 #2 SPF STUDS @ FRAME AND CMU SEE META16 TITEN HD @ 32" O.C. & 16" O.C. TYP. WALL SPLICE DETAIL 6" FROM EACH END 2x8#2 SYP PT BASE FOR REQ'D FLASHING STD CONDITION CMU VAULTED CONDITION CMU PLATE BRACE SEE CHART V V TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ z #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLANSTRO ><10d COMMON NAILS (1) A23 FROM \ ❑ SHEATHING COVERING IF REQ'D @ 6 O.C. TO DIAGONAL DIAGONAL I CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERT ICAL �'xar-.ti QC CHECK: CC 2x6 COLLAR TIE HALF . �p ATTACH JAMB STUDS 2ND 2x4 BRACE IF �e • • WAY UP HEIGHT OF (4) 8d NAILS TO TOP W 0 _ I >< REQ'D, SEE CHART Nc I 0�0 w VALLEY. FASTEN w/ (5) PLATE REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** A BRACING 10d COMMON NAILS @ -A GABLE VERTICAL 2x6 LU ❑ l- Uj 0 _ 1 O COMMON NAILS @ LU X Uj 8".O.C. , P.T BASE PLATE GE0 GABLE END @ FLAT CEILING CONNECTIONS . TRUSS PER PLAN TRUSS PER PLAN GE GABLE END BRACING 3/4"=1'-0" C) 3/4"=1'-0" 2x4 BLOCKING @ EA: PROVIDE 2x BLOCKING OUTLOOKER (MAX. ON (1) SIDE OF FOR NAILING 2x4 BLOCKING (2) 12d ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. STUD TOP &BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d (AS SHOWN) INTO BLOCKING, (4) 8d 3/16" x 2 3/4" TAPCONS END NAILS @ EA. 2x4 #2 SYP P.T. X NAILS INTO TOP PLATE 2x4 OUTLOOKER @ 24" 2x6's @ 24" O.C. MAX. OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER END NAILS TO TRUSS@ `-`------- HOLD WALL 3-1/2" EACH END 2x4 SYP #2 BLOCKING, META 1'-9" MAX. DOWN FOR 2x4 LEDGER W/ (2) 1 O DOUBLE TOP PLATE TRUSS FASTEN SYP OR SPF OUTLOOKER TRUSS PER PLAN NAILS @EACH WEB PER PLAN 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN E@ND'NAOILS @ EACHd EXTERIOR SHEATHING. EXT. FINISH PER ARCHS TRUSS PER PLAN Z ATTACH PER PLAN S SHEATHING PER PLAN END. rl FROM TOP OF WALL VARIES 1/2" x 8" J -BOLT @ 32" W TO BOTTOM RAKED DOUBLE TOP O.C. AND 6" FROM EA. 2x8 #2 SPF STUDS AT PLATE -- SDS SCREWS TO TOP END w/ NUT & WASHER WALL SHEATHING PER 16" O.C. - -- — -- - — — CMU WALL PER PLAN DTC CLIP (2) 8d NAILS CHORD OF EACH TRUSS BELOWBOTTOM CEILING NAILER AS MSTAM-24 TYP. EA. 4 INTO BLOCKING, (2) MASONRY WALL OR---�"'Jr 2x8 #2 SYP PT. BASE REQ'D SIDE OF EA. STUD. MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" LINTEL SEE PLAN a" ANCHOR BOLT OR CENTERED BETWEEN IN CMU. OR SIMPSON 2x8 #2 SPF STUDS @ FRAME AND CMU SEE META16 TITEN HD @ 32" O.C. & 16" O.C. TYP. WALL SPLICE DETAIL 6" FROM EACH END 2x8#2 SYP PT BASE FOR REQ'D FLASHING STD CONDITION CMU VAULTED CONDITION CMU COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the express CONNECTION DETAIL (FRAME WALL SHOWN; Q ' ° O!r�, v FOR REQ'D ) cv CONNECTIONS MAY ALSO BE cl T c, MASONRY) a, z ;• W NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q �nk�c a LL o,uiii U z "� o " 0 CL aIca Ld GABLE END @ FLAT CEILING w/ BOSTON HIP W 3/4"=1'-0" U (2) 2x TOP PLATE ~ J 0 t� U_ Lu ��8t HEADER PER PLAN; O ❑ 1► SEE HEADER p o1S SCHEDULE & NOTES W 0 <id T FOR ADDT'L INFO UZ 0 1 C F] _ —j � o I— Z < Oj li U !� 2x DOWNFRAME TOU DOOR AS REQ'D zz J Z z b O ♦^ Q LU 1/2" THREADED ROD z W EA. SIDE OF HEADER r)w fn (CENTERED Win TOP O PLATE & 6" FROM JAMB Q_ STUDS) w/ MIN 6 EMBED. INTO SLAB (D ONLY REQ'D @ BRG z WALL W/ UPLIFT ❑ Q PLATE V V rGEO GABLE END @ VAULTED CEILING z HEADER STUDS PER 3/4"=1'-0" m C J a DRAFTING: HEADER SCHEDULE ❑ U.N.O. ON PLANS SIMPSON DTC, (2) 8d I 2x8 RIDGE BOARD �'xar-.ti QC CHECK: CC 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, �p ATTACH JAMB STUDS �e WAY UP HEIGHT OF (4) 8d NAILS TO TOP W 0 1 Nc I 0�0 w VALLEY. FASTEN w/ (5) PLATE 0 Z m 10d COMMON NAILS @ LU ❑ l- Uj 0 _ EACH END (TYP.) LU X Uj P.T BASE PLATE 2x6 RAFTER TO 2x8 . TRUSS PER PLAN TRUSS PER PLAN C) RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) (AS SHOWN) 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAX. IN CMU. SIMPSON 2x4 SYP #2 BLOCKING, META FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU E@ND'NAOILS @ EACHd SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON 'r -- SDS SCREWS TO TOP WALL SHEATHING PER a LAY 2x4 BLOCKING OVER THE TOP OF THE - -- — -- - — — CHORD OF EACH TRUSS BELOWBOTTOM PLAN LINTEL PER PLAN CHORD. •+ FASTEN CONV. 2x 2x WALL, SEE PLAN � ' ATTACH W/ (2) 1 Od L VALLEY RAFTER NAILS @ EACH TRUSS FRAMING OR RE -ENG VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. CF01 FIELD FRAMED VALLEY DETAIL AFO NON-BEARING WALL CLIP DETAIL 1/2"= 1 1-01, 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the express CONNECTION DETAIL (FRAME WALL SHOWN; Q ' ° O!r�, v FOR REQ'D ) cv CONNECTIONS MAY ALSO BE cl T c, MASONRY) a, z ;• W NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q �nk�c a LL o,uiii U z "� o " 0 CL aIca Ld GABLE END @ FLAT CEILING w/ BOSTON HIP W 3/4"=1'-0" U (2) 2x TOP PLATE ~ J 0 t� U_ Lu ��8t HEADER PER PLAN; O ❑ 1► SEE HEADER p o1S SCHEDULE & NOTES W 0 <id T FOR ADDT'L INFO UZ 0 1 C F] _ —j � o I— Z < Oj li U !� 2x DOWNFRAME TOU DOOR AS REQ'D zz J Z z b O ♦^ Q LU 1/2" THREADED ROD z W EA. SIDE OF HEADER r)w fn (CENTERED Win TOP O PLATE & 6" FROM JAMB Q_ STUDS) w/ MIN 6 EMBED. INTO SLAB (D ONLY REQ'D @ BRG z WALL W/ UPLIFT ❑ Q JOB No. TM - 2150591 __-.- -...,F = SCALE:--- ----- AS INDICATED 5 7~ DATE: 06/07/2015 PF0 TYPICAL HEADER DETAIL NOT USED ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z HEADER STUDS PER m C J a DRAFTING: HEADER SCHEDULE ❑ U.N.O. ON PLANS zLLJ 11- �'xar-.ti QC CHECK: CC I �p ATTACH JAMB STUDS �e OR I PER WF08/SD4 O W 0 1 Nc I 0�0 w 0 Z m 0 z LU ❑ l- Uj 0 _ W W LU X P.T BASE PLATE O F- F- C) 0 - JOB No. TM - 2150591 __-.- -...,F = SCALE:--- ----- AS INDICATED 5 7~ DATE: 06/07/2015 PF0 TYPICAL HEADER DETAIL NOT USED ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. STRUCTURAL ENG: BED / BAD/TL J a DRAFTING: gUllD%� z -STRUCT: JV �'xar-.ti QC CHECK: CC JOB No. TM - 2150591 __-.- -...,F = SCALE:--- ----- AS INDICATED 5 7~ DATE: 06/07/2015 PF0 TYPICAL HEADER DETAIL NOT USED ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE TOP PLATE WIDTH 2 1/2" EDGE OUTSIDE (2) 2x4's INSTALL SIMPSON PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER IL 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS 1" EDGE 1 1/2" EDGE �jF— PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & FRAMING PLAN TOP PLATE ATTACH W/ NAILS TYP. TOP & BOT. ATTACH PER NAILING 00 +(2) 10d NAILS O.C. PATTERN ON THIS ❑ 10d x 3" + DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) 10d x 3 COMMON z DETAIL uJ BLOCKING GYPSUM WALLBOARD z x (2) 8d TOE NAILS TO IIIIF TOP SPLICE II II II II w= "'2 3/4"=1'-0" NAILING PER 1/4 x4 TAPCONS @ 12 2x4 LEDGER W/ (2) 16d 2x FRAME WALL PER NAILS @ 16" O.C. FASTEN PER PLAN z O.C. PLAN "v 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR ® 'r� III I II II I 11 II II NAILS EACH END SHEATHING SPLICE DETAIL w o ❑ /gFl*'l TYPICAL SCAB OVERHANGK'D_ 2 1/2" ❑ II II I Wz (2) 2x BUILT-UP COL. o _ ,- 0 SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 11 I— LL _ I l u- _u L _11_ — U_ N z W 1 1/2" o W w N 2 1/4" C� - z J O U 2 O 2x4 BEYOND AGAINST " 2x BLOCKING W/ (2) LL 0 a N N EACH END x x w/ MIN. 2" EMBED. @ 1 OPENING SIZE BEYOND SEE PLAN LAW�8" • �I/N 2X8 STUDS �N F- 16Flb\EXTERIOR SHEATHING SCHEDULE N "' 10d x 3" COMMON o, ++ ❑ w z 00 o ; x x LL�' �` O U oo a 10 WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) ' ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d — .:, . • • ' OVERLAP TOP PLATE 10d x 3" COMMON OPP. o_ X OOF W NAILS ((2) ON EA. SIDE) • , AT CORNER SIDE z — z — w C9 z TYP. AT ALL EXTERIORO 2x8 #2 SPF VERTICAL I I Q I I Q I U)) U ATTACH 2x STUDS TO SIMPSON LSTA30 W/ CONDITIONS NAIL BOTTOM PLATE Q a- jP$♦ I z w TOP PLATE W/ (4) 16d 0 @ 24" O.C. w/ EXT. TO CORNER STUD Q W 01�` gg� ROOF TRUSS - SEE 40 NAILS ((2) ON EA. SIDE) (22) 10d NAILS (ALL z 2x8 STUDS PER O J PACK w/ (4) 10d NAILS can00 2x8 TO UNDER SIDE OF _ @ 6" O.C. 2x12 AT J Z • ROOF SHEATHING TYP. AT ALL EXTERIOR FRAMING PLAN BLOCKING @ 24" O.C: Ll.l 10d x 3" COMMON FRAMING PLAN FOR W 40 z CONDITIONS 2x8 #2 SPF VERTICAL O H I,= W 2 @ 24" O.C. w/ EXT. U OPP. SIDE n SHEATHING PER Q A NAILING SCHEDULE & w/ (2) 16d END NAILS TOP SPLICE Z W SPACING EXTERIOR SHEATHING STRAP AROUND a TRUSS MEMBER BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION W O (2) 2x4's (2) 2x6's (2) 2x8's EACH END 2x8 w/ (2) 10d NAILS @ CL STUD SEE TRUSS PLAN FOR DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION NAIL PER PLAN TALLER STUD) w � 2 COLUMN ( ) 2X z INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/c. OUTSIDE 2) 1/4" x 4" TAPCONS @ FO TYPICAL TOP PLATE SPLICE @BRG. WALL TRUSS MEMBER n Q FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN CONNECTION SLIDER 3/4"=1'-0" o 0 1-1/2"=1 z 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ _ 2x DBL TOP PLATE m p MIN. 15/32" SHEATHING INSTALLED CONNECTION SHEATHING PER PLAN 2x BRG WALL, SEE z 1-- BEYOND 2 VERTICALLY. MIN 7/16" SHEATHING � 0 NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 3/8" x x Q J C PLAN FOR STUD SIZE & LLj INSTALLED HORIZONTALLY � z @ 3" O.C. 1 TRANSOM BETWEEN TOENAILS INTO OTHER o0 TRANSOM BETWEEN SEE WALL CLIP DETAIL 0�Zm I — — — — — >T — -n — — F7 — 1 r— v O _ NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 'A' _NAIL SPACING D SCge I LINTELS O� Sc ROOF SHEATHING, FOR MORE INFO A, �O I I UNDER GIRDER TRUSS ❑ ~ 3 NAILS @ 3° O.C. NAIL OPENING PERIMETER ROWS OF 8d 20VF k<���,9pTr0 ROOF EATHING,�x< NR4,gk '0 FASTEN PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN U.N.O. c=n a O w/ (2) 1/2 A 1/2.. GTy RAS FASTENPER PLAN CTti TR(�S, Q DRAFTING: I i 1— z JJ — — — QC CHECK: @ 24" O.C. w/ EXT. Z COMMON NAILS @ 3„ O.C. C) - JOB No. TM - 2150591 OP FOy Y < OFOy SCALE: AS INDICATED ' _IL_ — — I r — �� — WALL SHEATHING 2x6 #2 SYP P.T. CONT. O NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O.ON — a —_ o SD4 rI 2x BLOCKING I I z PLANS w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & 2x4 FRAMING @ 24" LI III . _ I I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" g p STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" TAPCONS @ 12" O.C. 2x4 FRAMING @ 24" (4) 12d NAILS EACH O.C. MAX. SIMPSON LSTA24 EACH III OPENING III I I I I 4 SPACE BETWEEN w � COMMON NAILS @ 3 O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS SPACED EVENLY O.C. MAX. SPACED EVENLY PROVIDE (4) 10d x 3 " TRUSS MEMBER I I I I II I I I I PANELS z 6 U) >- O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4„ O.C. PROVIDE (4)10d x3 „ NAILS AT JOINT III 3 I I I I I I PRE -ENG. ROOF BUILT-UP W/ (2) U) HEADER W/ 8d COMMON NAILS @ 3” O.C. (2) ROWS @ EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT 2x6 III TYP. III I I I I I I ROWS OF 10d NAILS _ p TOP &BOTTOM STUD PER PLAN a 2x8 w/ (2) 10d NAILS @ 2x SCAB w/ 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x AROUND LII OPENING I I I I I I I I 2x STUDS BEYOND, SEE PLAN FOR MORE 7 < a Li- (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @SHEATHING VERTICAL MEMBER IF GABLE END SPLICE, BETWEEN EXTERIOR TRUSS CONNECTION 3" O.C. TO EA. 2x6 POCKET SGD @ 4" O.C. PER -ENG TRUSSES POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR INFO 17 O z O SHEATHING & PER PLAN ATTACHMENT BY 2 FASCIA PER PLAN 2x FASCIA U.N.O. CONNECTION BLOCKING GYPSUM WALLBOARD z x (2) 8d TOE NAILS TO IIIIF -fl II II II II w= "'2 3/4"=1'-0" NAILING PER 1/4 x4 TAPCONS @ 12 2x4 LEDGER W/ (2) 16d 2x FRAME WALL PER NAILS @ 16" O.C. FASTEN PER PLAN SCHEDULE O.C. PLAN ROOF SHEATHING, 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR ® 'r� III I II II I 11 II II NAILS EACH END SHEATHING SPLICE DETAIL w o /gFl*'l TYPICAL SCAB OVERHANGK'D_ 02 LEDGER @ LOW R II II I III Il (2) 2x BUILT-UP COL. o _ ,- 0 SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 11 I— LL _ I l u- _u L _11_ — U_ N DOUBLE TOP PLATE 16d COMMON NAILS — — — -- —O MORE INFO & O � 2 O FLOOR SYSTEM — SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) LL 0 a CONNECTION CUT TO FIT 2x BOTTOM PLATE EACH END x x w/ MIN. 2" EMBED. @ 1 OPENING SIZE BEYOND SEE PLAN C) 10 10 SHEATHING DIAGRAM 12d NAILS @ EACH END F- 16Flb\EXTERIOR SHEATHING SCHEDULE QU BLOCKING GYPSUM WALLBOARD z x (2) 8d TOE NAILS TO N.T.S. JOINT, MAX. 1/8" GAP CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOENAILS LEDGER TO LEDGER ROOF SHEATHING, 2x4 PT LEDGER W/ PER PLAN 3/4"=1'-0" NAILING PER 1/4 x4 TAPCONS @ 12 2x4 LEDGER W/ (2) 16d 2x FRAME WALL PER NAILS @ 16" O.C. FASTEN PER PLAN SCHEDULE O.C. PLAN ROOF SHEATHING, 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR ® 'r� FLATWISE (2) 16d O.H. SIZE O.H. SIZE 2x4 #2 SPF NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL O J J e "o LL. /gFl*'l TYPICAL SCAB OVERHANGK'D_ 02 LEDGER @ LOW R COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC;, Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibite 10d x 3" OPP. SIDE kNCE PER. 'z J '0 F_ �U J W C) �w w /fj o a ••°° °°•®®+®®��"!� �'�® it � ET N.T.S. • ® ROOF SHEATHING, 3/4"=1'-0" _ ®� = IX U . J FASTEN PER PLAN SEE ROOF SHEATHING, ® 'r� °® W` 2 0 / •'.. .• o'' Q R ...• ® 2x4 #2 SPF O J J e "o LL. PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. 2x4 #2 SYP CONT. w/ (2) !:y DOUBLE TOP PLATE 16d COMMON NAILS a MORE INFO & MORE INFO & w/ (2) 16d END NAILS 2 O MEMBER, TYP. (MAX. 24" O.C.). IF SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END x x w/ MIN. 2" EMBED. @ M C) @ EACH STUD 12d NAILS @ EACH END F- QU o, ++ TRUSS PER PLAN z o ; x x LL�' �` O U WOOD/MASONRY 0 WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) 2x12 BOX HDR w/ 2x8's r� O o_ OOF W TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL U) V J PRE-ENGINEERED Q SIMPSON LSTA30 W/ (D V — jP$♦ 2x12 w/ 10d X 3" NAILS w 0 @ 24" O.C. w/ EXT. 2x4 #2 SPF Q W 01�` gg� ROOF TRUSS - SEE C) � (22) 10d NAILS (ALL z O J N J 2x8 TO UNDER SIDE OF _ @ 6" O.C. 2x12 AT J Z • ROOF SHEATHING H SHEATHING PER BLOCKING @ 24" O.C: Ll.l FRAMING PLAN FOR W Z z CORNER CONDITIONS g 2x8 #2 SPF VERTICAL O H I,= W 2 @ 24" O.C. w/ EXT. U WALL TO PRECAST n SHEATHING PER Q A NAILING SCHEDULE & w/ (2) 16d END NAILS NAILING SCHEDULE & Z W SPACING EXTERIOR SHEATHING STRAP AROUND a TRUSS MEMBER LINTEL w/_(2)ROWS OF ' W O + • ++ ` (4) 12d NAILS EACH EACH END 2x8 w/ (2) 10d NAILS @ CL SEE TRUSS PLAN FOR SEE PLAN FOR O NAIL PER PLAN TALLER STUD) w � z 1/4" x 4" TAPCONS @ 2x4#2 SYP P.T. @ EA. TRUSS MEMBER n Q MORE INFO & CONNECTION SLIDER o 0 z 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ _ x x m p 11 CONNECTION 2x BRG WALL, SEE z 1-- I STAGGERED INTO TRUSS & 3 12d O EACH VERTICAL , ° x x Q J C PLAN FOR STUD SIZE & LLj LU 0 11--O 1 TRANSOM BETWEEN TOENAILS INTO OTHER o0 TRANSOM BETWEEN SEE WALL CLIP DETAIL 0�Zm SPACING. MIN (2) 2x 0 CA 0 D SEE FLOOR PLAN FOR I LINTELS TRUSS LINTELS FOR MORE INFO A, �O F—'SH UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN I I SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN U.N.O. STRUCTURAL ENG: BED / BAD/TL Q DRAFTING: I i 1— z -STRUCT: JV QC CHECK: @ 24" O.C. w/ EXT. QUILfJ I} C) - JOB No. TM - 2150591 �v W '�, Y < ~ SCALE: AS INDICATED DATE: 06/07/2015 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. r SHEATHING PER SD4 rI 2x BLOCKING w/ 2 1/4" x 3 1/2" O w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & TAPCONS @ 12 O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL < ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER 0"F�lSECTION @DOUBLE BEARING fiFl STEP @BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM fS03 HEADER @POCKET SLIDER SO4 HEADER @POCK 3/4"=1'-0" 3/4"=1'-0" 1/2"=l' -O" 1/2"=1'-0" 1/2"=11-011 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS j STRAP IS NOT REQUIRED. 16" O.C. MAX.; TO GABLE END STUDS w EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. "-- MAX.; LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. N SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP POST TO BEAM SHEATHING PER PLAN =r PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ (4) 10d NAILS FOR PT POST PER PLAN (2) 1/4" X 41%" SIMPS. 7 CONV. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; 757 5/8" THREADED ROD w/ TO GABLE END STUDS • 0• NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/z" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER a O.C. MAX.; COMMUNITY SPECS k g 1 SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR as .: n : / PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED �L_ 9 INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY (66O CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL NOT USED 3/4"=1'-0" 1/2"=V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC;, Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibite 10d x 3" OPP. SIDE kNCE PER. 'z J '0 F_ �U J W C) �w w /fj o a ••°° °°•®®+®®��"!� �'�® it � ET • ® ROOF SHEATHING, _ ®� = IX U . J FASTEN PER PLAN ® ,". : ® 'r� °® W` 2 0 / •'.. .• o'' Q R ...• ® O J J e "o LL. 2x4 #2 SYP CONT. w/ (2) !:y 16d COMMON NAILS a EA. STUD OR TRUSS 2 O MEMBER, TYP. (MAX. 24" O.C.). IF U 0 • MASONRY, USE (2) 1/4" TAPCONS Q i'I�IIII,� w/ MIN. 2" EMBED. @ M C) 24" O.C. W F- QU o, TRUSS PER PLAN z o ; LL�' �` O U WOOD/MASONRY 0 WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) r� O o_ OOF W U) V J Q (D V — jP$♦ 0 O w 0 � �h 06 Q W 01�` gg� C) � Z i6 O J N J 2x8 TO UNDER SIDE OF _ J Z • ROOF SHEATHING H Q . , Ll.l z W Z z 2x8 #2 SPF VERTICAL O H I,= W 2 @ 24" O.C. w/ EXT. U n SHEATHING PER Q W v NAILING SCHEDULE & Z W (4) 12d NAILS EACH TRUSS MEMBER W O 2x8 w/ (2) 10d NAILS @ CL EACH VERTICAL O z n Q O SLIDER o 0 z _ m p 11 z 1-- 0 W Q J C LLj LU 0 11--O 1 o0 0�Zm F_ 0 CA 0 D co w LU -3Q W = �O F—'SH U � STRUCTURAL ENG: BED / BAD/TL Q DRAFTING: 1— z -STRUCT: JV QC CHECK: CC QUILfJ I} C) - JOB No. TM - 2150591 �v W '�, Y < ~ SCALE: AS INDICATED DATE: 06/07/2015 r SD4 rI NOTE: ALL FLOOR PRE-ENGINEERED i Kusa a i KHw - att PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24 TRUSS STRAP - SEE STRUCTURAL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AAND REQ'D # OF STUDS REQ'D # OF STUDS i NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS " Q SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER w FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING c SHINGLE OR TILE PER SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�<<sy �<<sy� w Z ARCHITECTURAL CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 FFr SIMPSON SP4 w/ (6) 10d SIMPSON LSTA30 FT SIMPSON SP4 w/ (6) 10d D� 0 ELEVATIONS. USE SIMPSON STRAP (MAX 10° x1-1/2" @ 24" O.C. STRAP (MAX 10° x 1-1/2" @ 24" O.C. w — MSTCM60 STRAP W/ ; ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d p CL PRE-ENGINEERED REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP NAILS. BEND STRAP U BUILT-UP COLUMN (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE ROOF TRUSSES @ 24" 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. OVER TOP PLATE MIN. (D INFO. U.N.O. ON PLAN U.N.O. ON PLAN Z () Q.C. FOR TRUSSES 20" TO • 3 ,THEN RUN DOWN 3", THEN RUN DOWN HEADER - SEE 2ND ❑ w 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ W PRE -ENG. FLOOR ' FLOOR PLAN FOR MIN. (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D m TYPICAL TRUSS TO SYSTEM - IF NO FLOOR LINTEL COURSE OR ; HEADER SIZE & REQ'D SYSTEM INSTALL' EXTERIOR SHEATHING JAMB STUDS Q FRAME CONNECTION. INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS ❑ KNEEWALL &PROVIDE EXTERIOR SHEATHING W SEE STANDARD 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO CONNECTOR NOTES SOLID BLOCKING U.N.O. FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FLOOR TRUSS PER STUDS ABOVE PLATE FROM TOP OF WALL 0 UNDER COLUMN PLAN U.N.O.FRAMING PLAN FOR PER PLANLL ABOVE IF HEADER IS UPSET TO BOT. RIBBON, NAIL. PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN o BEARING ,. IF HEADER IS UPSET SEE PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR AND WINDOW IS LU � FLOOR GIRDER OR � MORE INFO w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL N OR LVL GIRDER COL. EVEN WITHIN BEAM, SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d = W MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL FLOOR TRUSS' PLATE w/ (2) 10d w NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TOENAILS. EXT. U- TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS BARRIER FELT PAPER „ LESS THAN 4FT:(1) 2x ® 11111►,�0 DBL. TOP PLATE u j K:7(TOE NAILS AT EA. END TOENAILS. OPENING SEE ARCHITECTURAL 3/411=11-01,3/4 -1 -0 OF SILL MAX OPEN G LARGER THAN 4FT: 2 ®'� 0 - PLAN FOR OVERHANG HDR. PER PLAN OR SIM IS PROVIDED ( � O SILL PLATE w/ (2) 10d `' � .� L �'i _ N INFO )' (2) 2x SILL AT WINDOW TOENAILS. OPENING `r� °d®�� W WIDTH 4'-0" USE A35 2x SILL PLATE w/ A35 ® °••• ®• .- REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT. (2) ` , �, _ o w/ 2x CRIPPLE STUDS° ° A t:% «� Z Z MIN 2x4 SPF #2 STUDS BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE w " ` Q WINDOW AS @ 16 O.C. SEE PLAN INFO. STRAPS CENTERED THAN 4 BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ �� �„ U_ @ O STUD PACK w/ 10d SCHEDULED FOR MORE INFO. BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16 O.C. = ° ,�_;. • < I q q NAILS @ 8 O.C. THEN "' • • ; �' .� � � a PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS s ❑ EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 16 O.C. T&B (PLYWOOD Q PLAN INT. FINISH PER PLAN COLUMNS (7) 10d NAILS & 4 1/4" T&B O ) ATTACH SILL w/ 2 10d SHEATHING REQ'D �'i _j PLAN FOR FLOOR ( ) - - — MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4 TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END (MAXILL PER BEARING WALL FLOOR TRUSSES ARE OPEN'G T&B)®i ' UNDER WINDOW OF '• II- "�C PRO 2x BOTTOM PLATE w/ 3 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0" ). USE A35 MID -SPAN BLOCKING SCHEDULE ATTACH 2x STUDS W/ O 5 /111111ella U.N.O. (2) 12d AT 12" O.C. 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 ' CLIP AT EA. END FOR cn _ 3/4" FLOOR SHEATHINGROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER J INSULATION PER PLAN ATTACHED PER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4 X 2 ' THAN 4 BUT LESS ' o - CALIFORNIA CORNER A -A (2) SIMPSON LSTA18 1/4' TITENS INSTEAD. ; THAN 6' p O SEE DETAILS WS10, NAILING SCHEDULE 2 -STORY WALL NAILS (IF TITENS ARE NOT IN U WS11 OR WS13 FOR SECTION FOR MORE STRAPS CENTERED @ FLOOR TRUSSES SEE I SIMPSON META16 LINTEL COURSE OR `� `' 4O (2) S SO C .� SIMPSON STUDS / z ADDITIONAL I FLOOR TRUSS TO FLOOR W/ 14 10d INTO FILLED CELL USE ` PLAN. FOR DEPTH AND INFO. ( ) 2x TOP &BOT. Z p ,�,,�,����� ��O r) INFORMATION THIS _..__. NAILS ( ) Qy, �r DIRECTION REFER TO ", 11 10d MASONRY WALL 1/4 X 1 3/4 TITENS RIBBONS, CONT., c� SHEET ) ABOVE PLATE U.N.O. SEE FRAMING PLAN a NOTE: ALL FLOOR FOR FLOOR _ TRUSSES TO BE P.T. IF CONNECTIONSEE F + ,- NO MOISTURE FOR FLOOR G PLAN BARRIER (FELT PAPER '',q, U CONNECTION Z OR SIM) IS PROVIDED p ;< FLOOR GRIDER OR � PROVIDE BLOCKING BELOW JAMBS MASONRY WALL SEE PLAN FOR MORE INFO NOTE: ALL FLOOR O '< ;.., ;. ;; . s.. ,•. ..,, . FOUNDATION PLAN '♦ •.. .. ., ' ;:. •, .... ,' , . .. FOR FTG. (3) 2x STUD PACK 1 HEADER CONNECTION @ 2nd FLOORSO TRUSSES TO BE P.T. IF 3/4" FLOOR SHEATHING —_ � -- ' '". '� ' + ' ' ' INFORMATION EXT. SHEATHING ATTACH PER NAILING SHEATHING PER PLAN NO NO MOISTURE T 3/4"=1'-0'° I I=1—` 7: `� '' �;.' : ' 1=1 I� W/ FACE OF SCHEDULE BARRIER (FELT PAPER I I i I MASONRY ATTACHED 2x TU Z OR SIM IS PROVIDED — — I = PER NAILING 2TTACH SO.C. SCHEDULE; PROVIDE O 16d NAILS @ 6 (4) 2x STUDS BEARING 46" O.C.TOP AND 1/8" GAP BETWEEN STANDARD CORNER A -A ATTACH PER NAILING SEE PLAN ATTACH PER NAILING ATTACHED PER SHEATHING AND . • MASONRY NOTE: IF WOOD WALL ORYBEAM BELOW USE LINTEL AS PER PLAN . " SIMPSON MSTC40 W/ (36)a,16d SINKERS. IF FLOOR C� FLOOR SYSTEM DRAFT PRECAST CONC. OR MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ BOTTOM CHORDS PLAN SINKERS AND (14) Y4"X2 Ya' TITENS TO MASONRY SCHEDULE NAILING SCHEDULE a . FT MAX: DRAFT NAILING SCHEDULE SCHEDULE LINTEL As PER PLAN STOPPING MATERIALS fiSO�TYPICAL TWO STORY COL. GIRDER*so @ 2nd FLOOR CORNER FRAMING ATTACHMENT MIN THICKNESS SHALL ..J WD. HD. HT. BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. SEE FRAMING PLAN a NOTE: ALL FLOOR FOR FLOOR _ TRUSSES TO BE P.T. IF CONNECTIONSEE F + ,- NO MOISTURE FOR FLOOR G PLAN BARRIER (FELT PAPER '',q, U CONNECTION Z OR SIM) IS PROVIDED p ;< FLOOR GRIDER OR � PROVIDE BLOCKING BELOW JAMBS MASONRY WALL SEE PLAN FOR MORE INFO BEAM > O W a. O 1 HEADER CONNECTION @ 2nd FLOORSO w HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4 FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING T 3/4"=1'-0'° 3/4"=1'-0" I— GRADE MASONRY WALL PER 0. . BOTTOM PLATE MASONRY WALL PER MASONRY OR MTS12 BLOCKING w/ (4) 16d D U)PLAN PLAN :, OR (3) 16d TOENAILS LU 1/8" GAP BETWEEN A • 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR U) SHEATHING &CMU SHEATHING &CMU SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF MASONRY OR FRAME 2 2x4 PT SILL PLT. IF NO MOISTURE NO MOISTURE NO MOISTURE KNEEWALL SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER Z BARRIER (FELT PAPER BARRIER (FELT PAPER OR SIM) IS PROVIDED OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN Q O SO TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTIONfiSl)�TWO STORY PERP. FLOOR CONNECTION fiS1 CANTILEVERED FLOOR TRUSS CONNECTIONfiS1 FLOOR TRUSS TO GIRDER CONNECTION o z 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR ~ r 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF 0 NO MOISTURE HANDRAIL BY OTHERS Z W PLAN FOR MORE INFO. Q > ~ IF SHEATHING IS NOTBARRIER (FELT PAPER 0 -j .J CONTINUOUS TO OR SIM) IS PROVIDEID�_ (/i W BOTTOM OF FLOOR Yw TRUSS,CONTRACTOR TO INSTALL SIMPSON g SEE ARCH DWGS FOR O 0 O 1 0 LSTA18 STRAPS FROM w I TOPPING INFO w P(1) EA. STUD TO TRUSS a Z Z m w II OC�Z 3/4 PLYWOOD FLOOR w SLOPE DECKING ATTACHED PER NAILING U) W LV 2x12 #2 SYP CONT. SCHEDULE w Q_ F- 1- .LEDGER W/ (3) R 0 1/4"x4-1/2" SDS ry SCREWS (EQUALLY SLOPED BALCONY FLOOR TRUSS (12" SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR U) STRUCTURAL ENG: BED / BAD/TL _ - END VERTICAL (MIN. 2" LUS46 TO LEDGER Q DRAFTING: FROM T&B) :�. CONTRACTOR TO SEE WS11/SD5 FOR ',• � PROVIDE ADEQUATE •. _ Z STRUCT: JV SIM. END CONDITION WATERPROOFING. NO c> W QC CHECK: CC CONCRTE SLAB SIA � JOB No. TM - 2150591 h LINTEL PER PLAN PERMITTED SCALE: AS INDICATED SEE WS10/SD5 FOR .- ADDITIONAL INFO n�,•} /) ` `� �"�� = ""%;W. ~ DATE: 06/07/2015 1701 TYPICAL BALCONY FRAMING NOT USED15 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC: Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4 FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN PER NAILING 0 Z 46" O.C.TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH (D C� PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN PER NAILING ..J POWERS STEEL SILL 2x4 #2 SYP BLOCKING 2x STUDS @ 16" O.C. 2x STUDS @ 16" O.C. UNDER WINDOWS AND GIRDERS: BLOCK .ATTACH SCHEDULE, w p < W 0 TYP. @ ALL WINDOWS @ 48 O.C. W/ (2) 12d SEE PLAN SEE PLANSOLID BETWEEN 2x STUDS @ 16" O.C. CONTINUOUS FROM Z °6� TOENAILS EACH END 2x BOTTOM PLATE W/ SYS. 42 FLOG R 2x BOTTOM PLATE W/ RIBBONS w/ SIMPSON A35 EA. END SEE PLAN GIRDER TRUSS PER G S TOP OF TOP PLATE TO BOTTOM PLATE Q W < T z 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. TRUSSES @ 24" O.C. (MAX) (2) 12d @ 12 O.C. 2x BLOCKING FOR 2x BOTTOM PLATE W/ PLAN BEARING WALL PER U O 0 N EXT FINISH PER PLAN AGAINST TRUSS SHEATHING/ DRYWALL (2) 12d @ 12" O.C. PLAN J J VERTICAL @ 48" O.C. PRE -ENG FLOOR ATTACHMENT w/ (2) 12d w H W/ (3) 12d NAILS EACH TRUSS OR FIELD TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM z z� v VERT REINF. BEYOND END FRAME 2x4 KNEE 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATEry .: WALL, STUDS @ 16" 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM 16d NAILS; BOTTOM RIBBON TO BE PT IF ® =�� R MASONRY WALL PER ` O.C. W/ (2) 16d NAILS @ TRUSS TO DOUBLE w ,a EACH END SEE' RIBBON TO BE PT IF BRG DIRECTLY ON BOTTOM PLATE, SLIT U Z PLAN f '�. • . CONC. SLAB - SYS. 42 FLOOR „ TRUSSES @ 24 O.C.. CONNECTOR BRG DIRECTLY ON CMU FLOOR DECKING TO Z QC] J � 0 SEE FOUNDATION (MAX) SCHEDULE FOR CMU (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT ACCOMMODATE — V J 0 FIN. FLR. ' ": PLAN FOR MORE INFO 1/2" GYP. CLG BD OR CONNECTION 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. FOR HANGER STRAP OO ~ I- N 0._0.. - co .° <` (2) 5/8" TYPE "X" WHEN IN GARAGE (2) ROWS 8d NAILS @ 3" O.C. WALL (2) 5/8" TYPE "X" WHEN IN GARAGE ,. 3" O.C. WALL SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR U Q Z W W ,• • I SHEATHING TO r. BOTTOM RIBBON SIMPSON META16 AT CANTILEVER r GRADE MASONRY WALL PER 0. . BOTTOM PLATE MASONRY WALL PER MASONRY OR MTS12 BLOCKING w/ (4) 16d D U)PLAN PLAN :, OR (3) 16d TOENAILS LU 1/8" GAP BETWEEN A • 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR U) SHEATHING &CMU SHEATHING &CMU SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF MASONRY OR FRAME 2 2x4 PT SILL PLT. IF NO MOISTURE NO MOISTURE NO MOISTURE KNEEWALL SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER Z BARRIER (FELT PAPER BARRIER (FELT PAPER OR SIM) IS PROVIDED OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN Q O SO TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTIONfiSl)�TWO STORY PERP. FLOOR CONNECTION fiS1 CANTILEVERED FLOOR TRUSS CONNECTIONfiS1 FLOOR TRUSS TO GIRDER CONNECTION o z 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR ~ r 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF 0 NO MOISTURE HANDRAIL BY OTHERS Z W PLAN FOR MORE INFO. Q > ~ IF SHEATHING IS NOTBARRIER (FELT PAPER 0 -j .J CONTINUOUS TO OR SIM) IS PROVIDEID�_ (/i W BOTTOM OF FLOOR Yw TRUSS,CONTRACTOR TO INSTALL SIMPSON g SEE ARCH DWGS FOR O 0 O 1 0 LSTA18 STRAPS FROM w I TOPPING INFO w P(1) EA. STUD TO TRUSS a Z Z m w II OC�Z 3/4 PLYWOOD FLOOR w SLOPE DECKING ATTACHED PER NAILING U) W LV 2x12 #2 SYP CONT. SCHEDULE w Q_ F- 1- .LEDGER W/ (3) R 0 1/4"x4-1/2" SDS ry SCREWS (EQUALLY SLOPED BALCONY FLOOR TRUSS (12" SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR U) STRUCTURAL ENG: BED / BAD/TL _ - END VERTICAL (MIN. 2" LUS46 TO LEDGER Q DRAFTING: FROM T&B) :�. CONTRACTOR TO SEE WS11/SD5 FOR ',• � PROVIDE ADEQUATE •. _ Z STRUCT: JV SIM. END CONDITION WATERPROOFING. NO c> W QC CHECK: CC CONCRTE SLAB SIA � JOB No. TM - 2150591 h LINTEL PER PLAN PERMITTED SCALE: AS INDICATED SEE WS10/SD5 FOR .- ADDITIONAL INFO n�,•} /) ` `� �"�� = ""%;W. ~ DATE: 06/07/2015 1701 TYPICAL BALCONY FRAMING NOT USED15 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC: Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v ARCHS O.C. - SEE FRAMING 1-1/2"=1'-0" NAILS TO EACH STUD 2x BRG WALL W/ 2x8 #2 SYP SILL PLATE 2x BRG WALL W/ 2x4 BLOCKING vJ _j OR J -BOLT @ 32" O.C. iv W/ MIN. 7" EMBEDMENT SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 @ 16" ATTACH PER NAILING EACH END SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) 2x8 #2 SYP P.T. SILL & CONNECTIONS a -= O PLATE w/ 1/2" EPDXY OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE cn O 0 mb F-' •�~ J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL ° USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF ANCHOR BOLT OR ' EXTERIOR SHEATHING PLYWOOD FLOORING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL SHEATHING TO O.C. & 3" FROM EACH Al TACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d °. 1x PT NAILER AS REQ'D TRUSS SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS w/ LSTA18 @ 16 O.C. NAILS AND (5) 1/4"x2 \ a. . 4'. EXT. FINISH PER 1 TRUSS PER PLAN CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER o Ir I TRUSS DIRECTION L--- 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER F— 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN , 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND 1 1 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL 1 ATTACHED PER (2) 2x4 #2 SYP PLAN 1 1 (2) 2x4. #2 SYP NAILING SCHEDULE BLOCKING w/ SIMPSON 1 BLOCKING w/ SIMPSON - HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d ^ USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN 1 1 rM TO ALIGN W/ STUDS NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY 1 WINDOW JAMBS USE 1 1 A (2) 2x6 w/ HUC26-2. ` LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF 1 ° a CONNECTIONS 1 TRUSS IS CONT. BRG 1 MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER 6 1 OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN 1 PLAN ON WOOD USE HGA PLAN 1 1 CLIPS @ 24" O.C.) 1 S1 SECTION @RAISED HEEL TRUSS AS, SECTION @COMBO TRUSS fiF0 WALL SPLICE DETAILS 1/2"=1'-0" 1 1 /2"=1 '-0" 1 HANGER BY OTHERS 1 EXTERIOR SHEATHING 1 FROM TOP OF WALL 2x SPF BASE 1 TO BOTTOM OF SILL PLATE ATTACH PER TRUSS PER PLAN PLATE NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. ATTACH PER NAILING 4 PRE-ENGINEERED TRUSS I SCHEDULE FLOOR SYSTEM 1 IPRE-ENGINEERED KNEEWALL OR BEAM TRUSS PER PLAN (2) 2x SYP #2 COLUMNS ( 2x6 #2 SYP CONT. ON EITHER SIDE OF LEDGER W/ (2) Ya"x3-1/2" (2) 2x SPF TOP GIRDER, PROVIDE JL SDS WOOD SCREWS @ 1 SUFFICIENT ROOM 1 1 16" O.C. MAX. & 3" 1 1 FOR GIRDER HANGER 1 1 FROM EA. END-USE 1 1 FLANGE. ATTACH. 1 LCESS (3) SCREWS FOR 24" ( SIMPSON LUS26. USE LEDGER TO EA. LEDGER INTO O C LUS26 2 FOR 2PLY 1 COLUMN w/ (4) 1/4" x 1 TRUSS. VERIFY W/ ITRUSS FOR MORE INFO TRUSS 1 2x STUDS SEE PLAN SHOP 3-1/2" (8 TOTAL) SIMPSON SDS LEDGER PER PLAN IDRAWINGS— L_ 2x8 SYP #2 LEDGER W/ 1 SCREWS I I MIN. (4) 16d NAILS TO 1 1 1Ile1 EACH STUD (AT EACH 1 1 OPT. TRUSS RECESS LEDGER T. USE c4> s6d NAILS EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v ARCHS O.C. - SEE FRAMING 1-1/2"=1'-0" NAILS TO EACH STUD PLAN FOR MORE INFO. 2x8 #2 SYP SILL PLATE IF WALL SHEATHING IS SEE LD02/SD4 FOR 2x4 BLOCKING vJ _j OR J -BOLT @ 32" O.C. BETWEEN STUDS W/ W/ MIN. 7" EMBEDMENT SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END CD SCHEDULE MASONRY WALL PER PLAN FOR MORE INFO 2x8 #2 SYP P.T. SILL & CONNECTIONS a -= O PLATE w/ 1/2" EPDXY TO BOTTOM OF SILL @ 24" O.C. TO FLOOR ROOF SHEATHING ANCHOR BOLT OR cn O 0 mb F-' •�~ J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL ° EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY — NAILING SCHEDULE NAILS TO EACH STUD FROM EA.END ANCHOR BOLT OR J -BOLT W/ MIN. 7" PLYWOOD FLOORING EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM: END SCHEDULE PLATE 1 1/4" (MIN.) °. 1x PT NAILER AS REQ'D TRUSS I CONT. #5 IN TIE BEAM 1 PRE-ENGINEERED \ a. . 4'. EXT. FINISH PER 1 TRUSS PER PLAN ARCHS 1 IF1 SECTION @OPEN TO ABOVE 1-1/2"=1'-0" .rte 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d � CH PER NAILING ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @EACH END. SCHEDULE BOTTOM PLATE Q BLOCK ADJACENT 2x4 STUDS @ 16" O.C. ATTABAYS @EACH 0 SCHEDULE DIAGONAL AS SHOWN. 1/2" GYP. BOARD FASTEN ROOF -- -- -- SHEATHING TO SIMPSON H1 OA @ BLOCKS W/ 8d NAILS @ Q 6" O.C. H SEE LD02/SD4 FOR EACH DIAGONAL Z MORE INFO. BRACE p (5) 16d NAILS BRACE WZ TO BLOCKING ALL THREAD ROD Uj @ 48 O.C.; SEE �'`�--- PROVIDE 2x4 BRACE O a FOUNDATION DETAILS U TO EACH ADJACENT FOR CONNECTION @ Z U DIAGONAL, FASTEN BASE TO DIAGONAL W/ (2) p (A 16d NAILS = WW 2x4 BOTTOM PLATE, m IF SHEATHING IS NOT CONNECT TO DOUBLE Q CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN p C 6" O. . PLATE, SP8 TOP AND NAILS @ O.S.B. TO OVERLAP af BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" (MIN.) WALL BRACING @ 48" U- C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) N FLOOR WALL W/ > BRACE NOT REQUIRED w Lu 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. WITH ROOF LOAD SDS SCREW @ 16" O.C. O fiF1 BRACING @ 2 STORY FRAME WALL Z ui d. PRE ENGINEERED C (2) 2x SPF TOP ...� J TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO IF WALL 12 D03 LEDGER @OPEN TO BELOW 3/4"=1'-0" PER PLAN 2x4 CONT. W/ (2) 12d 1-1/2"=1'-0" NAILS TO EACH STUD wW 2x8 #2 SYP SILL PLATE IF WALL SHEATHING IS SEE LD02/SD4 FOR W/ Y2" EPDXY ANCHOR vJ _j OR J -BOLT @ 32" O.C. O W/ MIN. 7" EMBEDMENT Q & 6" FROM EACH END EXTERIOR SHEATHING (2) 2x TOP PLATE —� CD (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d � CH PER NAILING ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @EACH END. SCHEDULE BOTTOM PLATE Q BLOCK ADJACENT 2x4 STUDS @ 16" O.C. ATTABAYS @EACH 0 SCHEDULE DIAGONAL AS SHOWN. 1/2" GYP. BOARD FASTEN ROOF -- -- -- SHEATHING TO SIMPSON H1 OA @ BLOCKS W/ 8d NAILS @ Q 6" O.C. H SEE LD02/SD4 FOR EACH DIAGONAL Z MORE INFO. BRACE p (5) 16d NAILS BRACE WZ TO BLOCKING ALL THREAD ROD Uj @ 48 O.C.; SEE �'`�--- PROVIDE 2x4 BRACE O a FOUNDATION DETAILS U TO EACH ADJACENT FOR CONNECTION @ Z U DIAGONAL, FASTEN BASE TO DIAGONAL W/ (2) p (A 16d NAILS = WW 2x4 BOTTOM PLATE, m IF SHEATHING IS NOT CONNECT TO DOUBLE Q CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN p C 6" O. . PLATE, SP8 TOP AND NAILS @ O.S.B. TO OVERLAP af BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" (MIN.) WALL BRACING @ 48" U- C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) N FLOOR WALL W/ > BRACE NOT REQUIRED w Lu 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. WITH ROOF LOAD SDS SCREW @ 16" O.C. O fiF1 BRACING @ 2 STORY FRAME WALL Z ui d. PRE ENGINEERED C (2) 2x SPF TOP ...� J TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO IF WALL W a' U D01 LEDGER AT GIRDER D03 LEDGER @OPEN TO BELOW 3/4"=1'-0" WINDOW SEE PLAN -- `—` SHEATHING ISN'T CONT. FOR LOCATION LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO TOENAILS EACH SIDE GIRDER BELOW PLATEmils S U.N.O. 1-1/2"=1'-0" H wW -- IF WALL SHEATHING IS SEE LD02/SD4 FOR a vJ _j Z 07 U t :3 8 O STOPPED BELOW MORE INFO IF Q � EXTERIOR SHEATHING ROOF LINE TRUSSES ARE CD U O FROM TOP OF WALL 2x BASE PLATE W/ 12d PARALLEL TO WALL q Z a -= O Fri TO BOTTOM OF SILL @ 24" O.C. TO FLOOR ROOF SHEATHING 4 cn O 0 mb F-' •�~ PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER ° SEE FLOOR PLAN — NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE CL ROOF SHEATHING 2nd STORY WALL PER PLYWOOD FLOORING SIMPSON H2.5 EA. ATTACH PER NAILING PLAN SEE FLOOR FRAMING \� PLAN FOR MORE INFO FOR MORE INFO o' SCHEDULE 1 TRUSS I 1 PRE-ENGINEERED \ 1 1 TRUSS PER PLAN \ SEE PLAN FOR 1 o Ir I TRUSS DIRECTION L--- &MORE INFO --- F— W a' U ° Q ® Z= 2 Q +® ®® OO PLATEmils S U.N.O. LLJ H wW -- a vJ _j Z 07 U t :3 8 O U_W O Q � Z O c cli CD U O (2) 2x HEADER � q Z a -= O Fri LL 4 cn O 0 mb F-' •�~ 0 ° SEE FLOOR PLAN CL 1 FOR MORE INFO o' 1 1 1 STRUCTURAL 1 J DRAFTING— 1 1 1 1 1 1 1 1 1 2x STUDS SEE PLAN 1 STUDS ABOVE ARE 1 1 1 TO ALIGN W/ STUDS 1 1 1 1 BELOW 1 1 1 1 1 1 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE PRE-ENGINEERED FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO B 1 ALIGN W/ STUDS BELOW I I 1 1 1Ile1 1 1 1 1 2x P.T. BASE PLATE ; SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 W a' U ° Q ® Z= 2 Q +® ®® OO oC LLJ H wW -- a vJ _j Z 07 U t :3 8 O U_W O Q � Z O c cli CD U O Q � q Z a -= O Fri LL 4 cn O 0 mb F-' •�~ 0 ° CL W a' U _-STRUCT: JV -- - QC CHECK: CC F- oC SCALE AS INDICATED H wW -- p U) vJ _j Z 07 U t :3 8 U_W O � Z O c W Z U O Q �3 J 2 Z I— W L.V 0 0 mb F-' •�~ 1 SEE FOUND. PLAN FOR FTG. REQ. I 1 1 z W 2x6 #2 SYP CONT. Q ^ ZO p '•a : LEDGER W/ (2) %"x3-1/2" SIMPSON LUS26. USE : FLOOR TRUSS SEE V J RECESS LEDGER INTO SDS WOOD SCREWS @ I FLOOR GIRDER SEE 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP O 16" O.C. MAX. & 3" LUS26-2 FOR 2PLY FRAMING PLAN FOR PLAN FOR O SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER U H N ITRUSS. VERIFY W/ TRUSS DIRECTION AND CONNECTION U W TRUSS SHOP FROM EA; END -USE (3) I MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q CONNECTION DETAIL W IDRAWINGS— SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER Z _ L_ 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL p c MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. MASONRY WALL PER B D 0 EA. TRUSS, 24" O.C. PLAN O KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER p MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO �- OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY Z UNDER 2ND STORY COLUMNS, PROVIDE Q SOLID BLCOKING WITHIN FLOOR SYSTEM OJ D04 LEDGER @LOW ROOF fiF'1 TYPICAL CONNECTION @ GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION.' p o z 3/4"=1'-0" 3/4"=1'-0" 111=11-011 LU 0 zz F— vl—i QW0 W Uj o O F— 0LU 1 IX 0�zIX 11 �5 0 Z COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC o _-STRUCT: JV -- - QC CHECK: CC F- oC SCALE AS INDICATED wW -- 0 DATE: 06/07/2015 LU 0 HCH o' CD STRUCTURAL ENG: BED / BAD/TL J DRAFTING— — -- Q H Z p,UILf.>1 4 w 0 of _-STRUCT: JV -- - QC CHECK: CC JOB No. TM - 2150591 = SCALE AS INDICATED "^"•, ~ -- ,.• DATE: 06/07/2015 SD6 Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Is strictly prohibited. STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W! STUDS REQ'D @ END SIMPSON A34 CLIP TO W Q OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN Q LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/UTILIZED AS BLOCKING SIMPSON A35 / A34 Z CLIP TO FLOOR SYSTEM & LANDING 2xJOISTS @ LANDING p O FRAMING CD @ 16"O.C. W/ SIMPSON o A35 OR LUS26 HANGER 0 z ON EACH SIDE z Q g o U) op J w v = 6" MIN. m Q LLO J O (2) 2x BEAM PER 2xJOIST (P.T. IF N SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO w DJ END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d z CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" ZBUILT 0�1111111/�'r' BELOW P COLUMNS O C1 MAX. FOR 16" ®` ®••..000•• � a TOENAILS EACH END @ Fi� �� CD 01 AA,, MASONRY WALL) c� F10"'MIN. o ,'.�NA-APLAN VIEW 90 DEGREE TURN LANDING�•= W SEE SCHEDULE FOR MAX WIDTH OF LANDING = • I? = c Q Z a` MIN. (3) 2x SYP #2 rE�$ :z>Q STUDS REQ'D @ END �•� 4. ` D 3/4" PLYWOOD OR OSB s •� • r SHEATHING OVER s e _ SEE PLAN FOR DEPTH ✓ � ®` --� � O F NAILS LANDING W1 MIN. (6) ` ..... ®, LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL _ h11 PR �� ` 'S U PACK PER GENERAL FLOOR CONSTRUCTION cA NOTES LU J MID SPAN BLOCKING d TO MATCH JOIST PLYWOOD SHEATHING p U _ DEPTH W/ (3) 1 O 2XJOIST LEDGER (P.T. OVER LANDING L) • 4�� STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER z CO SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR 4CONST,� N Z NOTES RUCTION • -_O CLIP TO FLOOR 0 16" O.C. w ° SIMPSON A34 / A35 c� - SYSTEM & LANDING o z MAX a c 0 FRAMING w BEAM @ END OF _ a m 0 LANDING PER U U E_- SCHEDULE w LU p SEE PLAN FOR O'� MASONRY WALL OR O WOOD WALL SIMPSON A35 W B B CONNECTIONS IL w MASONRY WALL OR ► FRAME WALL BEYOND U (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT R R �+�+ �+ /^+ p Q (Z�) L) +�w STRINGERS TO @ 16"O.C. W/SIMPSON LEDGERw/(3) 16d u -u CROSS SECTION OF BEAM TO LEDGER CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. O V J W J °s TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" z ,+� •� BUILT UP COLUMNS x 3 1/2" TITENS @ 16" p 06 to 0 0 BELOW O.C. MAX. FOR STRINGERS TO BE 0 �` Z 0 F MASONRY WALL) A -A PLAN VIEW 180 DEGREE TURN LANDING NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING _ W a�F5 o (3) 16d TOENAILS \ST02 NOT USED _ Q Z Z :) g i E BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM A35 @ EA. STRINGER MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING TO LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 SEE ARCHS. FOR MAX. (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" RISE OF STEPS AND 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0 " 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH 2x8 8'-011 10'-0" (2) 2x12 • @ W O.C. TOP AND (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 BOTTOM CHORD (2) 2x12 2x8 7'-0" 9'-0" -JOIST PER FRAMING 2x6 5'-0" (3) 2x12 2x8 PLAN W/ SQUASH (2) 2x12 2x8 7'-0" 81.0" (1) 2x12 (1) 2x8 2x6 BLOCK OR (3) 2x12 2x12 V-0" (2) 2x12 2x8 BEAM/FLOOR TRUSS 7'4" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 PER PLAN (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-01, (1) 2x12 (1) 2x8 2x6 61-011 PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2x12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND MHEADER AND ONE @MID -SPAN A A SUPPORT INFORMATION. A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO IIII MASONRY WALL)CONT I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONEI III ( NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ ENDS OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 61-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0 " (3) 2x12 2x8 8'-011 10'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 ' 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 81.0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 V-0" (2) 2x12 2x8 71.0 7'4" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'4" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-01, (1) 2x12 (1) 2x8 2x6 61-011 o W6�X Q I Us ja v3 � LU w z -� ZV2,11 0 o SEE ARCH PLAN 2x4 CONT. TOP PLATE O V, MAX. 4'-0" ABOVE FLOORATTACH TOP PLATE TO U F _ STUDS W/ (2)16d TOE Q W 2x4 #2 SPF STUDS X X NAILS Q _ @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x6 VERTICAL @ 6''-0 I 2x4 #2 SPF STUDS @ cW 10d NAILS @ 4" O.C. ( O.C. MIN. AND @ ANY (NOTCHED @ 2x6 I 24" O.C. W/ (2) 12d 0 OPENING W/IN TOENAILS BOTTOM _ HANDRAIL VERTICAL LOCATIONS). NOTCH SILL PLATE (D KNEEWALL FOR VERTICAL NOTCH SILL AND z PLYWOOD FLOORING Q TO ALLOW VERTICAL O 2x L -BRACE W/ 12d 2x6 VERTICAL AND J TO SLIDE DOWN TO p NAILS @ 4" O.C.FACE OF TRUSS z L -BRACE @ 6'-0" O.C. & 3:@ ANY OPENING 2x4 CONT. TOP PLATE _ C 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE TO TRUSS W/ (3) %4' x 3" 3 1/2" TO STUDS W/ (2) 16d z > DOUBLE TRUSS PARALLEL TO FLOOR TOE NAILS Q SDS WOOD SCREWS I-- SECTION X -X N.T.S. Z W EQUALLY _ O W J SPACED/CENTERED IN 2x4 #2 SPF STUDS @ I- (j)W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE p M LV 0 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE3Z" ATTACHED TO TRUSS O H O NAILS BELOW (OTHERWISE w C NAILS 2x4 #2 SPF STUDS SEE ARCH PLAN I ATTACH W/ (2)12d z Z @ MAX. 4'-0" ABOVE FLOOR ( TOENAILS @ BOTTOM) O m 24" O.C. W/ (2) 12d U) O Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X ( p V J ~ 2x4 SILL PLATE W/ 2 � SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d � NOTCH FLOOR O � W i- Iw O FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING To I 16d TOE NAIL EA. w -.5 Q CONT. BRACE & 10d ACCOMMODATE 2x � O 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO FLOOR SHEATHING _ a - 2x4 #2 SPF SILL PLATE NOTCH SILL AND 1 Od NAILS @ 4" O.C. --- W/ (2) 1 O NAILS @ 4 PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS cn STRUCTURAL ENG: BED / BAD/TL TO SLIDE DOWN TO W/ (2) Y4'4" SDS Q DRAFTING: - - (2) SIMPSON LSTA24 FACE OF TRUSS I SCREWS EQUALLY STRAP (1 EA. SIDE OF SPACED &CENTERED w-STRUCT: JV - -- --- -- STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS QC CHECK CC L -BRACE @ 6-0" O.C. & _ ,, TO TRUSS Ya" x 3" ANY OPENING ��� ti' '" w FLOOR BEAM CONDITION SDSS WOOD SCRR EWS @ JOB No. TM - 2150591 BASE PLATE PER FLOOR PLAN NOTE: FLOOR BEAM SEE PLAN EQUALLY = SCALE: AS INDICATED ATTACHED PER PLAN SPACED/CENTERED IN TRUSS SEE PLAN 1. BASED ON MIN. TREAD DEPTH OF 10"AND MAX. RISER HEIGHT OF 7-3/4' DATE: 06/07/2015 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE �,r r 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILSrSTO'3� HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2)12a NAILS AT 4 O.C.00SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1 0 UNDER BEAMS LESS THAN 2x12) ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,, LLC' Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.