Loading...
HomeMy WebLinkAbout220 Big Spring Ter 15-1896 New construction SFHGENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNE56E5 ' ARE TO 5E CONSIDERED "NOMINAL DIMENSIONS" LOT 116 THORNBROOKE 40 S OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CON5TRUCTICN: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE56 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 DARLTNC7,TON 2885 ELEVATION A SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (121 mm) GYPSUM BOARD OR EQUIVALENT EXTERIOR FIN15HE5: ° JOB NUMBER 25002,159 ° THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND A5TM 6926. INSTALLATION OF CAD FELE NAME LOT 116 TB EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 FB.C, RESIDENTIAL CODE 8103.6.2 AND ASTM C 1063. PROVIDE BOND 1 05-07-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE 8103.63 EUIs fai l l l ipf 6-1GARAGE LEFT5 STUCCO CONTROL JOINT5;a a�° °°o.• �j 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 S.F.•. .• .� C= AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN ' ...��j ' "° TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE ! c� DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS bc° CONTROL JOINTS. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES; IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FL45HING: M 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR THRNBROOKE 401s DIRECTION, AND AROUND ROOF OPENINGS. ' O 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER t0 THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE COMMUNI"rY SPECIFIC EXTERIORWALL FINISH. APPROVED CO R0510N-RE6I5TANT FLASHING SHALL BE INSTALLED AT ALL. REQUIRED LOCATIONS PER (8103.8). R .STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW IN5TALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, DAVIS BEWS DESIGN GROVP MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H,, 200 AMP 5ERVICE/PANEL BOX, 6-S DOORS THROUGHOUT, PAINTED KNEE WALL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. I `LUVGENERAL NOTES, INDEX, SPECIFICATIONS 05-26-15 COMPLETED REVISION TO INCLUDE: DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE 150 STATE STRr EAST 1 _ SLAB INTERFACE PLAN lS.C) 0 HONEYCOMB CORE STEEL D00 $ NOT L55 THAN 13/8" THICK OR 20 MINUTE FIRE RATE DOORS. o>�s�, F ORMA 34677MIRRORED GARAGE, RIGHT PLAN TO CREATE x13.925.1300 TO - 813. 925.1800 E•813.925.1800 FAXGA AGE LEFT PLAN. FLOOD ZONE ,VVW.]AVISBEWSC0M1MO NOS PLAN MEETS OR'EXCEED5 FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. `r MPA ° DE s VER. 2A2 - MAIN FLOOR PLAN DIMENSIONS ASPHALT 5HINGLE5(IF IAPPLICA5LE) : EST. 1994 '" 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND R905,210.1.2 2B1-UPPER FLOOR P LAN NOTES 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 2 UNITS HORIZONTAL (2:12) UP FOUR UNITS VERTICAL N I2 UNITS HORIZONTAL (4:12) TWO LAYERS OF UNpERLAYMENT COMPETING WITH ASTM p 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE If OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. �.. 2B2 -UPPER FLOOR PLAN DIMENSIONS CHIMNEY HEIGHT REQUIREMENTS: 0 WHEN STANDARD OR OPTIONAL WOOD -BURNING T EXTEND 3 FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUS' -0" PA5T THE HIGHER POINT WHERE IT 2C INTERIOR ELEVATIONS, STAIR SECTION, DETAILS ,_ �, , �, EXTENDS THROUGH THE ROOF AND MUST BE 2 0 HIGHER THAN THE ROOF OR RIDGE THAT IS 10 -0 AWAY OR CLOSER. 3A1 11 11 FRONT ELEVATION A TUB AND 5HOWER AREA5: CEMENT FIBER -CEMENT OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288 CI325 OR C1118 AND INSTALLED 3A2 SIDE AND REAR ELEVATIONS ROOF PLAN IN ACCORDANCE WITH MANUFACTURER R.EGOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN / � AND BUILDING SECTIONS SHOWER AREAS TERMITE PROTECTION: 1.PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLA -ON-GRADE FLOORS SHALL NOT BE CELLULOSE CONTAINING Q 3A3FLASHING DETAILS DETAILS MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE 5EALED WITHIN THE 51LA8 U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4 - MAIN FLOOR ELECTRICAL PLAN NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, A 0 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 PI INC TAIL EXTENSIONS, FLOOR ELECTRICAL PLAN f 4R SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.' MECHANICAL AND HVAC: MM W 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS CORD COPY PLAN SET AT THE TIME OF APPLICATIONFOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE AGCESSIBEE 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 51DE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AN DUCTS PENETRATING THE WALLS 0 CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCT OF E K E D PE E� R E R ED A MIN, 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED. MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 0 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y6TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND REVIEWED FOR CQPE COMPLIANCE SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY PLANS EXAMI Ef; BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE' IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN DATE ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF SECTIONS 1114113. EXHAU5T FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL ANF BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE � ol�a Bue�.D�N.��aw�, is N , , A PERMIT ISSUED SHALL BE CONSTRUED TO BE A OR OTHER AREAS INSIDE THE BUILDING. LICENSE TO PROCEED WITH THE WORK AN 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 0 AUTHORITY TO VIOLATE D NOT AS ROOF TERMINATION. THE MAXIMUM NTH OF THE DUCT SNA UC 2.5 FEET (162 mm) FOR EACH 45 G (0.19 ) N AN 5 FEET ll R ERM E LEG E D LL BE REDUCED EE 8 E DEGREE RAD BED P EE 524 CANCEL; ALTER OR SET J ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. CODES, NCR SHALL ISSUANCE OF A PERMIT PREVENTTHE BUILDING OFFICIALTHEREAFTER EXCEPTION WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE ER REQUIRING A CORRECTION OFORS RR IN PLANS, EXHAUST DUCT INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER5 INSTALLATION >= E CONSTRUCTION OR VIOLATIONS OF THIS CODE INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER IS 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 5TSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 0 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH COMPACTION TEST AMCA STANDARD 550 IN FBG REQUIRED ATTENTION GENERAL CONTRACTOR / BUILDER: • Results to be Verified 156UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES DIMENSIONS at Slab Inspection AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES,•• • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL IBE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CON5TRlCTION CORRECTION / REV15ION5. ANY REVI5ION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2585 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 k (a w C to too 0 _j _j 'A Y/ N' con L. > PJM U. 00 0i 0 3�E =�W _L =-0 oc' �~ Z'r2° EXTERIOR FIN15HE5: ° JOB NUMBER 25002,159 ° THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND A5TM 6926. INSTALLATION OF CAD FELE NAME LOT 116 TB EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 FB.C, RESIDENTIAL CODE 8103.6.2 AND ASTM C 1063. PROVIDE BOND 1 05-07-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE 8103.63 EUIs fai l l l ipf 6-1GARAGE LEFT5 STUCCO CONTROL JOINT5;a a�° °°o.• �j 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 S.F.•. .• .� C= AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN ' ...��j ' "° TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE ! c� DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS bc° CONTROL JOINTS. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES; IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FL45HING: M 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR THRNBROOKE 401s DIRECTION, AND AROUND ROOF OPENINGS. ' O 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER t0 THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE COMMUNI"rY SPECIFIC EXTERIORWALL FINISH. APPROVED CO R0510N-RE6I5TANT FLASHING SHALL BE INSTALLED AT ALL. REQUIRED LOCATIONS PER (8103.8). R .STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW IN5TALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, DAVIS BEWS DESIGN GROVP MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H,, 200 AMP 5ERVICE/PANEL BOX, 6-S DOORS THROUGHOUT, PAINTED KNEE WALL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. I `LUVGENERAL NOTES, INDEX, SPECIFICATIONS 05-26-15 COMPLETED REVISION TO INCLUDE: DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE 150 STATE STRr EAST 1 _ SLAB INTERFACE PLAN lS.C) 0 HONEYCOMB CORE STEEL D00 $ NOT L55 THAN 13/8" THICK OR 20 MINUTE FIRE RATE DOORS. o>�s�, F ORMA 34677MIRRORED GARAGE, RIGHT PLAN TO CREATE x13.925.1300 TO - 813. 925.1800 E•813.925.1800 FAXGA AGE LEFT PLAN. FLOOD ZONE ,VVW.]AVISBEWSC0M1MO NOS PLAN MEETS OR'EXCEED5 FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. `r MPA ° DE s VER. 2A2 - MAIN FLOOR PLAN DIMENSIONS ASPHALT 5HINGLE5(IF IAPPLICA5LE) : EST. 1994 '" 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND R905,210.1.2 2B1-UPPER FLOOR P LAN NOTES 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 2 UNITS HORIZONTAL (2:12) UP FOUR UNITS VERTICAL N I2 UNITS HORIZONTAL (4:12) TWO LAYERS OF UNpERLAYMENT COMPETING WITH ASTM p 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE If OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. �.. 2B2 -UPPER FLOOR PLAN DIMENSIONS CHIMNEY HEIGHT REQUIREMENTS: 0 WHEN STANDARD OR OPTIONAL WOOD -BURNING T EXTEND 3 FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUS' -0" PA5T THE HIGHER POINT WHERE IT 2C INTERIOR ELEVATIONS, STAIR SECTION, DETAILS ,_ �, , �, EXTENDS THROUGH THE ROOF AND MUST BE 2 0 HIGHER THAN THE ROOF OR RIDGE THAT IS 10 -0 AWAY OR CLOSER. 3A1 11 11 FRONT ELEVATION A TUB AND 5HOWER AREA5: CEMENT FIBER -CEMENT OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288 CI325 OR C1118 AND INSTALLED 3A2 SIDE AND REAR ELEVATIONS ROOF PLAN IN ACCORDANCE WITH MANUFACTURER R.EGOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN / � AND BUILDING SECTIONS SHOWER AREAS TERMITE PROTECTION: 1.PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLA -ON-GRADE FLOORS SHALL NOT BE CELLULOSE CONTAINING Q 3A3FLASHING DETAILS DETAILS MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE 5EALED WITHIN THE 51LA8 U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4 - MAIN FLOOR ELECTRICAL PLAN NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, A 0 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 PI INC TAIL EXTENSIONS, FLOOR ELECTRICAL PLAN f 4R SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.' MECHANICAL AND HVAC: MM W 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS CORD COPY PLAN SET AT THE TIME OF APPLICATIONFOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE AGCESSIBEE 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 51DE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AN DUCTS PENETRATING THE WALLS 0 CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCT OF E K E D PE E� R E R ED A MIN, 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED. MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 0 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y6TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND REVIEWED FOR CQPE COMPLIANCE SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY PLANS EXAMI Ef; BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE' IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN DATE ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF SECTIONS 1114113. EXHAU5T FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL ANF BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE � ol�a Bue�.D�N.��aw�, is N , , A PERMIT ISSUED SHALL BE CONSTRUED TO BE A OR OTHER AREAS INSIDE THE BUILDING. LICENSE TO PROCEED WITH THE WORK AN 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 0 AUTHORITY TO VIOLATE D NOT AS ROOF TERMINATION. THE MAXIMUM NTH OF THE DUCT SNA UC 2.5 FEET (162 mm) FOR EACH 45 G (0.19 ) N AN 5 FEET ll R ERM E LEG E D LL BE REDUCED EE 8 E DEGREE RAD BED P EE 524 CANCEL; ALTER OR SET J ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. CODES, NCR SHALL ISSUANCE OF A PERMIT PREVENTTHE BUILDING OFFICIALTHEREAFTER EXCEPTION WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE ER REQUIRING A CORRECTION OFORS RR IN PLANS, EXHAUST DUCT INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER5 INSTALLATION >= E CONSTRUCTION OR VIOLATIONS OF THIS CODE INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER IS 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 5TSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 0 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH COMPACTION TEST AMCA STANDARD 550 IN FBG REQUIRED ATTENTION GENERAL CONTRACTOR / BUILDER: • Results to be Verified 156UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES DIMENSIONS at Slab Inspection AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES,•• • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL IBE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CON5TRlCTION CORRECTION / REV15ION5. ANY REVI5ION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2585 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 65'-4" tH fX. occc g ® E s 'c 01 .... DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD&MA L, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA o DENVER EST. 1994 0 0 JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB • X ro w 8" C.M.U. WALL ABV. to Lo J ro m ISSUED 05-07-15 OJ Infloo oC REVISED 05-26-15 oC N M = �t111l1Pi! >; J M `` a��• ♦`` /� 00 2 °T1~ J V Q 0 Q LR9 OFT. _ � 3�E L N ++ o i p0 PITCH . te P♦. ' 1/8" /FT. ,P • - ; —4 65'-4" tH fX. occc g ® E s 'c 01 .... DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD&MA L, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA o DENVER EST. 1994 0 0 JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB 8" C.M.U. WALL ABV. 1'-4" 1' 8" m ISSUED 05-07-15 Infloo oC REVISED 05-26-15 oC = �t111l1Pi! ♦`` /� Q LU • • 0 LR9 OFT. 3 PITCH . te P♦. ' 1/8" /FT. ,P • - ; —4 0 65'-4" tH fX. occc g ® E s 'c 01 .... DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD&MA L, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA o DENVER EST. 1994 0 0 8" C.M.U. WALL ABV. m 8" C.M.U. WALL ABV: Infloo oC O oC = O OFT. 4.. P.V.C. I .0kRECE N ( I)RYEi2 I / - J tip. PAVERS e — — — — - 3/4" CONDENSATION _ TILE SEAT I — 1'-10" —"JL _.-.- \J 5' 8° 2'-8" LAY. DRAIN BY PLUMBER ABV. SHOIIR - I 3'-10" n, r 3� 4'x3-0" A/C } Ap (SEE MECH. CONTRACTOR 9 8 13' -II" i FOR LOC) M 4" P.V.C. AIR HANDLER 3/4" RECESS «� LINE5 FROM UPPER FLOOR FOR ENTRY DR 11.311 All 3/4" CONDENSATION BRAIN BY PLUMBER i = M u� NOTE: N ALL SLAB ANGLES 2 1 _ T Q Q _ n, o ARE AT 45° (UN.O.) \ N \ _ REFERENCE / ELEVA//T��ION � 0,-i, > Lu } PROVIDE WATER \� \� LL` PITCH i ° d LINE FOR ICE MAKER \\�� \ TO DRAIN N A,. PITGH ---G.J.___ G.J. ------------------4---------------------- `v76 5LAB i 3A3 Iia\ @ 0° �� OF REF. 6, 9 0 8 31-10 9 -I 3 -9 II 201-01,8 G.C. VERIFY ACRYLIC N ON LANAI II I n L W.H. A5V. u 8.. 8.. _ _1 50 GAL. i m , 1 , 65'-4" tH fX. occc g ® E s 'c 01 .... DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD&MA L, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA o DENVER EST. 1994 0 0 11 a G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE o SLAB INTERFACE PLAN 5CAGARAGE m Infloo oC O oC = O 11 a G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE o SLAB INTERFACE PLAN 5CAGARAGE 3'-0 x3.0" A/C, IPAD (5EE MED. ICONTRACTOR IFOR LOG.) I L ---J JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 REVISED 05-26-15 REFER TO SHEET 2A2 `oil�i FOR MAIN FLOOR PLAN DIMENSIONS Ln 26 5H. FLAT HEADER T.O.M. .• .� ✓ G 4 HD, AT 8'-m" AT 8' m" AFF, AFF. •• a e (� } .. T.O.M. GC, VERIFY 5'-4 I GUTTERS TO BE ADDED AT FRONT x10'-6" FLUSH FRAME PAVERS i ONLY,* FLAT CLG. TO FURRING I w ENTRY 9'-4" PLT. HT. I "' @ T.O.M. FOYER DAVIS BEWS r 9'— 4" IN5ULATE DESIGN GNOVP _ 1F FLAT CLG. WALLS LINE OF 5ECONq I 150 STATE STR= EAST FLOOR ABV. CLDSMAR, FLORIDA 34677 BARREL ARCH I 813. 925 .1300 T'EL FROM 8'-m" / I 813. 925 .1800 FAX \ TO 8'-8 / WWWDAVISBEW&CO n TAMPA • E>ENVEF- \ I EST.1994 \ LINE OF SECOND ROM �� FLOOR ABV. INSULATE \ ABOVE 11 11 PAVER DRIVE �B GARAGE I CD l ry I 1 1 I 20'-O"x20'-o" I AA 9'-4 PLT. HT, w I 3A3 De KITCHEN I S 9'-4" FLAT CLG. I INSULATE o WALLS Lu o �I s RANGE x0 W/ HOOD 50 GAL. JL-------- W.N. T.O.M. 1-"9'-4" 0 C. 00 O.H.G. A.F.F. i H.B. T.OM. T.OM.0 9'-4" 9'-4" W A.F.F. V) 0 rl000 0 OU1Q) HATCHING LEGEND INSULATE WALL w s --� MAIN FLOOR PLAN NOTES GARAGE LEFT • x w C '0 Y/00) V V LE C O r* Lo hrn c— 0 0 c'j co y > PJM C* LL h O to s CjC M. ++ 0 0 N h Z�Cd JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 REVISED 05-26-15 REFER TO SHEET 2A2 `oil�i FOR MAIN FLOOR PLAN DIMENSIONS Ln 26 5H. FLAT HEADER T.O.M. .• .� ✓ G 4 HD, AT 8'-m" AT 8' m" AFF, AFF. •• a e (� } .. T.O.M. GC, VERIFY 5'-4 I GUTTERS TO BE ADDED AT FRONT x10'-6" FLUSH FRAME PAVERS i ONLY,* FLAT CLG. TO FURRING I w ENTRY 9'-4" PLT. HT. I "' @ T.O.M. FOYER DAVIS BEWS r 9'— 4" IN5ULATE DESIGN GNOVP _ 1F FLAT CLG. WALLS LINE OF 5ECONq I 150 STATE STR= EAST FLOOR ABV. CLDSMAR, FLORIDA 34677 BARREL ARCH I 813. 925 .1300 T'EL FROM 8'-m" / I 813. 925 .1800 FAX \ TO 8'-8 / WWWDAVISBEW&CO n TAMPA • E>ENVEF- \ I EST.1994 \ LINE OF SECOND ROM �� FLOOR ABV. INSULATE \ ABOVE 11 11 PAVER DRIVE �B GARAGE I CD l ry I 1 1 I 20'-O"x20'-o" I AA 9'-4 PLT. HT, w I 3A3 De KITCHEN I S 9'-4" FLAT CLG. I INSULATE o WALLS Lu o �I s RANGE x0 W/ HOOD 50 GAL. JL-------- W.N. T.O.M. 1-"9'-4" 0 C. 00 O.H.G. A.F.F. i H.B. T.OM. T.OM.0 9'-4" 9'-4" W A.F.F. V) 0 rl000 0 OU1Q) HATCHING LEGEND INSULATE WALL w s --� MAIN FLOOR PLAN NOTES GARAGE LEFT r—: L — ll r JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 05-26-15 P�_ DAVIS B EWS DESIGN GROVP 150 STATE STREET FAST OU)SMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA r DENVER EST. 1994 0 0 7p Fowl 36. 4.. 0 2: ') r W • x R T ro 0 J �rn �Al y r MM 4 0 v m v o�V. • =dr 0 0c m N r JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 05-26-15 P�_ DAVIS B EWS DESIGN GROVP 150 STATE STREET FAST OU)SMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA r DENVER EST. 1994 0 0 7p Fowl 36. 4.. 0 2: ') r W • x R C ro 0 J �rn y coN^ 0 MM 4 0 >JM o�V. • 0 0c m N 0% 00 3�ELL= o) t��N 0 m tv � 0 z�2° r JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 05-26-15 P�_ DAVIS B EWS DESIGN GROVP 150 STATE STREET FAST OU)SMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA r DENVER EST. 1994 0 0 7p Fowl 36. 4.. 0 2: ') r MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT W MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT r�nrr�ninnirmmuuorrr�•r�•� • JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 REVISED 05-26-15 N S® PROVIDE 3050 5H. �;•+ 2030 TEMP. SH, PAN AND DRAIN 24 H. A/C HD. AT T-8.. ® • .I •� HD. AT 1' 8 UNDER A.N.U. PLATFORM * EGRE55A. N • u� ;~ r rrr Q ---------T-- REFSR TO 5HEET OR IN FLOOR 28 _LU Ll W.G. w- 2.6x6-8LAV. I I PLAN DIMEN5ION5 BATH 2 _ CPT. TILE � 4 CLG. I I I � � I:3� Cj I BATH3 laZ 9' BEDROOM 4 M o I LAV. W.C. CLG. I 13,-6„x11'-0„ BEDROOM 2 9'-0” FLAT CLG. \ 13'-4"x12'-8„ \ 9'-0" FLAT CLG. U!z ------- n, a d PROVIDE I -- 42" H. PAN AND DRAIN DAVIS BEWS e a L— J LOW WALL 2 6x6 8 UNDER A.H.U: 5 0x6 8 I DESIGN GROVP B a w BFq Q 6 0x6 8 9'-0" n — I 150 STATE STREET EAST BFq CLG. Do � I No 2 I — — — — — — — — I Oi O MM;n FLORIDA ��n R/5 I 813 . 925 . 1300 TEL 813.925.1800 FAX 2 6x6 8 - — I WWW.DAVISBEW&COM R/5 — ——....._. — — — _ � I TAMPA • DENVER �y�o nI u I n I EST. 1994 F-�- 24" H. A/C ozl 9 0 2x4 FLU5H FRAME 42" H. 42" N. PLATFORM 9'-0" I CLG. FRAME TO FURRING LOUD WALL LOW WALL CLG, BELOW I WALL � � �, 2.4x6 -S I r `� BFpCD AX ^AA I' 1 � . OPEN TO I 3A3 BELOW LOFT BEDROOM 3 11 -0 x14 -4 , „ „ n 9'-0" FLAT CLG. 12--6 x11 -0 " Q 9'-0" FLAT CLG. o m i FLU5H FRAME ,6'n TO FURRING BELOW I �j op 2 - 3050 5H. HD, AT 1'4 2x 2x4 0M FRAME FRAME W WALL WALL a 0 0 �rirr/ L< - J Q UPPER FLOOR PLAN NOTES GARAGE LEFT x 0 w C 0 to ro 0 -j N W eo N^ N y T >�J10 L ` a LL ' � J V0 0 0 o Olt C 0 i LLr_rn toF-0 co 5c� ZGLCF r�nrr�ninnirmmuuorrr�•r�•� • JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 REVISED 05-26-15 N S® PROVIDE 3050 5H. �;•+ 2030 TEMP. SH, PAN AND DRAIN 24 H. A/C HD. AT T-8.. ® • .I •� HD. AT 1' 8 UNDER A.N.U. PLATFORM * EGRE55A. N • u� ;~ r rrr Q ---------T-- REFSR TO 5HEET OR IN FLOOR 28 _LU Ll W.G. w- 2.6x6-8LAV. I I PLAN DIMEN5ION5 BATH 2 _ CPT. TILE � 4 CLG. I I I � � I:3� Cj I BATH3 laZ 9' BEDROOM 4 M o I LAV. W.C. CLG. I 13,-6„x11'-0„ BEDROOM 2 9'-0” FLAT CLG. \ 13'-4"x12'-8„ \ 9'-0" FLAT CLG. U!z ------- n, a d PROVIDE I -- 42" H. PAN AND DRAIN DAVIS BEWS e a L— J LOW WALL 2 6x6 8 UNDER A.H.U: 5 0x6 8 I DESIGN GROVP B a w BFq Q 6 0x6 8 9'-0" n — I 150 STATE STREET EAST BFq CLG. Do � I No 2 I — — — — — — — — I Oi O MM;n FLORIDA ��n R/5 I 813 . 925 . 1300 TEL 813.925.1800 FAX 2 6x6 8 - — I WWW.DAVISBEW&COM R/5 — ——....._. — — — _ � I TAMPA • DENVER �y�o nI u I n I EST. 1994 F-�- 24" H. A/C ozl 9 0 2x4 FLU5H FRAME 42" H. 42" N. PLATFORM 9'-0" I CLG. FRAME TO FURRING LOUD WALL LOW WALL CLG, BELOW I WALL � � �, 2.4x6 -S I r `� BFpCD AX ^AA I' 1 � . OPEN TO I 3A3 BELOW LOFT BEDROOM 3 11 -0 x14 -4 , „ „ n 9'-0" FLAT CLG. 12--6 x11 -0 " Q 9'-0" FLAT CLG. o m i FLU5H FRAME ,6'n TO FURRING BELOW I �j op 2 - 3050 5H. HD, AT 1'4 2x 2x4 0M FRAME FRAME W WALL WALL a 0 0 �rirr/ L< - J Q UPPER FLOOR PLAN NOTES GARAGE LEFT 90 -All JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 REVISED 05-26-15 `11111!1/ 0 it • ® • � 'C"A r � IE �t tl DAVIS BEWS DESIGN GROW 150 STATE STREET" EAST OLDSMAR, MORMA 34677 813.925.1300 TEL 813 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 O 0 0z �c m z� �c 0 rc 0 0 �c o 25851-- /517bN, UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT x cv w CJ 0 mm L L L 0 0 too N r: oN0M N N . " >;JM °��• 0 gc0 1L L N LrA�h �+0� ;; 0 L T L Emm 90 -All JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 REVISED 05-26-15 `11111!1/ 0 it • ® • � 'C"A r � IE �t tl DAVIS BEWS DESIGN GROW 150 STATE STREET" EAST OLDSMAR, MORMA 34677 813.925.1300 TEL 813 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 O 0 0z �c m z� �c 0 rc 0 0 �c o 25851-- /517bN, UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT • JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 REVI ED 05-26-15 s♦ ®�� `V C= om a . o• . g .II 1 , DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDRAMI, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDEIVVER EST. 1994- 1o•1 0 0 -_- 0 oc z m FAIR NOTES: RAILING 4211 H. 36I, H. CONTINUOUS BALUSTERS SPALL BE SPACED 50 THAT LOW WALL GRASPABLE 3/411 PLYWD. A 4" SPHERE CANNOT PA55 THROUGH. RAILING OPT. 8" TRAY GLC. DECKING HANDRAILS BEAM IN MASTER SUITE HANDRAILS FOR STAIRWAYS SHALL BE LINE OF 6'-811 MIN. BEAM R HEAD CLEARANCE CONTINUOUS FOR THE FULL LENGTH OF FLOD $Y5TEM FLOOR SYSTEM r- 7- OTHE FLIGHT FROM A POINT DIRECTLY T A*=W& ABOVE THE TOP RISER OF THE FLIGHT • • x m w C to 0 too TO A POINT DIRECTLY ABOVE THE i1N co Ll 2� .2. M m .:- / / La >;JM Q 6 LL 2x STRINGERS 42" H. 00 �= ti � ,�Jn '5 l C 0 NEWEL POSTS OR SAFETY TERMINALS. LOW WAIL (TYP.) - toN HANDRAILS ADJACENT TO A WALL SHALL � Z�Ceh • JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 REVI ED 05-26-15 s♦ ®�� `V C= om a . o• . g .II 1 , DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDRAMI, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDEIVVER EST. 1994- 1o•1 0 0 -_- 0 oc z m FAIR NOTES: RAILING 4211 H. 36I, H. CONTINUOUS BALUSTERS SPALL BE SPACED 50 THAT LOW WALL GRASPABLE 3/411 PLYWD. A 4" SPHERE CANNOT PA55 THROUGH. RAILING OPT. 8" TRAY GLC. DECKING HANDRAILS BEAM IN MASTER SUITE HANDRAILS FOR STAIRWAYS SHALL BE LINE OF 6'-811 MIN. BEAM R HEAD CLEARANCE CONTINUOUS FOR THE FULL LENGTH OF FLOD $Y5TEM FLOOR SYSTEM r- 7- OTHE FLIGHT FROM A POINT DIRECTLY T A*=W& 11 TREADS AT 10.00 EACH UNDER -STAIR PROTECTION TYP. ARCHWAY 110 A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL `' 5CALE: 1/4" - I'-0" HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFIT STAIR S E V 1 I O N PROTECTED ON THE ENCLOSED SIDE W/ I/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE R302.1 SCALE: I/4" 1'-0' 5852 ABOVE THE TOP RISER OF THE FLIGHT / OPEN TO TO A POINT DIRECTLY ABOVE THE co Ll LOWEST R15ER HANDRAIL ENDS SHALL I / / Q BE RETURNED OR SHALL TERMINATE IN 2x STRINGERS 42" H. NEWEL POSTS OR SAFETY TERMINALS. LOW WAIL (TYP.) - HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 —�{ 1" NOSING u d INCH BETWEEN THE WALL AND (TYP.) 6' -� HANDRAILS, - STORAGEco 9 X UNDER CONTINUOUS GRASPABLE HANDRAIL a M STAIRS MUST MEET TYPE ONE OR TYPE TWO 2x TREADS AND CRITERIA Ix RISERS (TYP.) N 11 TREADS AT 10.00 EACH UNDER -STAIR PROTECTION TYP. ARCHWAY 110 A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL `' 5CALE: 1/4" - I'-0" HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFIT STAIR S E V 1 I O N PROTECTED ON THE ENCLOSED SIDE W/ I/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE R302.1 SCALE: I/4" 1'-0' 5852 OPEN TO FAMILY ROOM b - Ll I 11 TREADS AT 10.00 EACH UNDER -STAIR PROTECTION TYP. ARCHWAY 110 A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL `' 5CALE: 1/4" - I'-0" HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFIT STAIR S E V 1 I O N PROTECTED ON THE ENCLOSED SIDE W/ I/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE R302.1 SCALE: I/4" 1'-0' 5852 1/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED 6 12 LSHINGLE 12 SAND FIN15N ROOF 6 TEXTURED BANDING 12 G.G. VERIFY ALUM. LU LU oc x x ca w cx w U 00 � O 0) 3/4" THICK 12 G.G. VERIFY ALUM. • JOB NUMBER 25002.159 • CAD FILE NAME LOT 116 T6 ISSUED 05-07-15 REVISED 05-26-15 SHINGLE a6 OVER 2X6 5UB-FA6CIA DAVIS BEWS ROOF/ (TYPICAL) DESIGN GPOVP PLT. HT, PLT. HT. — 150 STATE STREET EAST 4" BANDING OLDSMAR, FWRMA 34677 ------ (TYP.) 813.925.1300 TEL * * 813.925.1800 FAX x 5' 0" N, L WWW.DAv1SBEWS.COM APPLICATION DECORATIVE STUCCO STUCCO TAMPA nENVEPL 03.6.1 AND FIXED SHUTTERS FIN15H FIN15H 1'-4" W. x 5'-0" H ��-� EST. 1994 ING AND 7 7 DECORATIVE PER _ FIXED SHUTTERS ASTM Gyy1063. TYP. CROSS-SECTION OF RAISED 4" BANDING 6 12 12 �WI Q6 ` 12 6 (TYP.) _ TEXTURED FINISH BANDING AND / NGLE 5HINGLE a Q OR SAND FINISH KEYSTONE SECOND F.F. LINE ROOF/ POOF� SECOND F.F. LINE SCALE: 3" - I'-0" T.O.M. ?.OM. M all BANt"I!:'G 8" BANDING M `QT 11 6" BANDING 4" SANDING , TEXTURED ❑❑�❑❑❑❑❑ 0 TEXTURED FINISH FINISH BANDING s = BANDING MAIN F.F. LINE � � MAIN F.F. LINE 0 GRADE LINE 4" BANDING GRADE LINE V (ASSUMED) G.G. VERIFY* * DOOR SURROUND (ASSUMED) GUTTERS TO BE ADDED AT FRONT ONLY, * * FRONT ELEVATION SCALE: I/4" : I'-0il O oC T r"1 w 0 x ca w U 00 0 0) .oC04;M Q�JM L L• 0 0 41 Ca_ VJo~O O :� o U. 0) Z r d • JOB NUMBER 25002.159 • CAD FILE NAME LOT 116 T6 ISSUED 05-07-15 REVISED 05-26-15 SHINGLE a6 OVER 2X6 5UB-FA6CIA DAVIS BEWS ROOF/ (TYPICAL) DESIGN GPOVP PLT. HT, PLT. HT. — 150 STATE STREET EAST 4" BANDING OLDSMAR, FWRMA 34677 ------ (TYP.) 813.925.1300 TEL * * 813.925.1800 FAX x 5' 0" N, L WWW.DAv1SBEWS.COM APPLICATION DECORATIVE STUCCO STUCCO TAMPA nENVEPL 03.6.1 AND FIXED SHUTTERS FIN15H FIN15H 1'-4" W. x 5'-0" H ��-� EST. 1994 ING AND 7 7 DECORATIVE PER _ FIXED SHUTTERS ASTM Gyy1063. TYP. CROSS-SECTION OF RAISED 4" BANDING 6 12 12 �WI Q6 ` 12 6 (TYP.) _ TEXTURED FINISH BANDING AND / NGLE 5HINGLE a Q OR SAND FINISH KEYSTONE SECOND F.F. LINE ROOF/ POOF� SECOND F.F. LINE SCALE: 3" - I'-0" T.O.M. ?.OM. M all BANt"I!:'G 8" BANDING M `QT 11 6" BANDING 4" SANDING , TEXTURED ❑❑�❑❑❑❑❑ 0 TEXTURED FINISH FINISH BANDING s = BANDING MAIN F.F. LINE � � MAIN F.F. LINE 0 GRADE LINE 4" BANDING GRADE LINE V (ASSUMED) G.G. VERIFY* * DOOR SURROUND (ASSUMED) GUTTERS TO BE ADDED AT FRONT ONLY, * * FRONT ELEVATION SCALE: I/4" : I'-0il O oC T r"1 w 0 1 11 El j- L 1: 1 LANAI ROOF VENT REQUIREMENTS i G.C. VERIFY THAT 33.25 5Q. IN, i yA i y�e OF VENTILATION THROUGH UPPER i 4:12 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENT5 6:12 REQUIRED, PER MANUFACTURER'S ---------- ------- SPECIFICATIONS OF NET FREE i L LI' 6:12 ONG. AREA PER VENT i q{��� - i NTEL � L Nf , * * * * * REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER * * * * i I I ; UPPER ROOF VENT REQUIREMENTS GIRDER 6� TRUSS 12 6� T� 12 GIRDER 6 Q.TRUSS ROOFTRU5SE5 REFER TO COVER SHEET AT 24" O.C. 712 GENERAL NOTES FOR /TYPIrAl 1 ���6 ROOFING UNDERLAYMENT ;HE5 4:12 AND UNDER * * * * Q6 GIRDER )F TRUSSES TRU55 �4` O.C. °ICAC) • • x ro G.C. VERIFY THAT 351.39 5Q, IN, 0ro 0 OF VENTILATION THROUGH UPPER )VE 6:12 N' "� 6:12 I 2/3 OF ROOF 15 ACQUIRER )TIES 0/ em .�N0co) N m VERIFY QUANTITY OF ROOF VENTS )E =j C4 °�� 0 0 0 c °3aEo REQUIRED, PER MANUFACTURER'S T5 F 0 SPECIFICATIONS OF NET FREE AN � N p . tp AREA PER VENT. I i , i p��ti Z1O2, A I I I i i i U, � I I 6:12 sl 1 6:12 yA L I i i 6:12 6:12 --------i- i i i I LOWER ROOF 4� y� i VENT REQUIREMENTS i G.C. VERIFY THAT 1203 50. IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS --------------------------- REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE 11-011 AREA PER VENT, TYP. OVERHANG AT HIP AA (U.ND.) 3A3 ROOF PLAN, SCALE: 1/8" - I'-0" GIRDER 6� TRUSS 12 6� T� 12 GIRDER 6 Q.TRUSS ROOFTRU5SE5 REFER TO COVER SHEET AT 24" O.C. 712 GENERAL NOTES FOR /TYPIrAl 1 ���6 ROOFING UNDERLAYMENT ;HE5 4:12 AND UNDER * * * * Q6 GIRDER )F TRUSSES TRU55 �4` O.C. °ICAC) GARAGE JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 REVISED 05-26-15 SECTION AA �. c SCALE: 1/8" = I'-011 rV i.�.G.� a z R SHEET = • FOR.b RLAYMENT 12 12 +� 1.1.111 . OR ROOF a6 D UNDER 6D * * SHINGLE 12 G.C. VERIFY ALUM, 6 2SHINGLE 12 OVER 2x6 5UB-FASCIA ROOF 6 (TYPICAL) ROOF PLT. HT._ - - - - _ PLT. HT.;, STUCCO STUCCO STUCCO , FIN15H FIN15H FINISH 12 4 122 SHINGLE � LSHINGLE �6 DAVIS BEWS SECOND F.F. LINE 811 ROOF SECOND F.F. LINE 8" ROOF _SECOND F.F. LINE DESIGN GROUP T.O.M. T.O.M. — —v L550�SrA� M STREET EAST i M va.vww..y FLORIDA 946%% a? 813. 925.1300 TEL = 813.925 1800 FAX v L /TEXTURED /TEXTURED /TEXTURED TEXTURED 6� 21.011 FINISH FINISH FINISH FINISH TAMPA . DENVER. EST. 1994 MAIN FF. LINE ` _ W _ _ _ - _ _ _ _ _ MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION CD SCALE: 1/8" - I'-011 q;:r SAND FINISH TEXTURED BANDING = NOTE: Z THI5 DETAIL SHOWS THE TYPICAL THICKNESS 3/411 THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-011 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER 12 12 * * * * * 6T 12 51HINGLE Q6 G.G. VERIFY ALUM. O Q6 ROOF OVER 2x6 5UB FASCIA SHINGLE (TYPICAL) PLT. HT. ROOF PLT. HL O ■s STUCCO, STUCCO `n FINISH 1:1'11*i---FIN15H M SECOND F.F. LINE_ gl SHINGLE D4 SECOND F.F. LINE W T.O.M. _ ROOF -- -TOM. _ =TExru rvoo ED TEXTURED - - R 6' FIN15H FINISH b O MAIN FF. LINE TEMP. MAIN F.F. LINE T GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" - I'-011 ko oC 612 12 Tmmq 0 Q6 SHINGLE 12 -5HINGLE 12 ToniJ ROOF 6� ROOF G.C. VERIFY ALUM. Q6 - - - OVER 2x6 SUB FASCIA PLT. HT. (TYPICAL) PLT. HL _ �-STUCCO TEMP. -O Q o * FINISH 7 FIN15H 0 J 12 SHINGLE �- �l 6' ' ro LSHINGLE ROOF SECOND FF. LINE ROOF 6� SECOND F.F. LINE _ SECOND FF. LINE • T.O.M. T.O.M. TE/TEXTURED XTURED 2585 FIN15H lk) �� «�TEMP. FINISi�l- 6, MAIN FF. LINE MAIN FF. LINE G• GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) S qjv or,o RIGHT ELEVATION SCALE: 1/8" 141' ELEVATION „A„ GARAGE LEFT • • x ro 0ro 0 J �O N' 0/ em .�N0co) N m Lo L =j C4 °�� 0 0 0 c °3aEo 0 OI N p . tp p��ti Z1O2, GARAGE JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB ISSUED 05-07-15 REVISED 05-26-15 SECTION AA �. c SCALE: 1/8" = I'-011 rV i.�.G.� a z R SHEET = • FOR.b RLAYMENT 12 12 +� 1.1.111 . OR ROOF a6 D UNDER 6D * * SHINGLE 12 G.C. VERIFY ALUM, 6 2SHINGLE 12 OVER 2x6 5UB-FASCIA ROOF 6 (TYPICAL) ROOF PLT. HT._ - - - - _ PLT. HT.;, STUCCO STUCCO STUCCO , FIN15H FIN15H FINISH 12 4 122 SHINGLE � LSHINGLE �6 DAVIS BEWS SECOND F.F. LINE 811 ROOF SECOND F.F. LINE 8" ROOF _SECOND F.F. LINE DESIGN GROUP T.O.M. T.O.M. — —v L550�SrA� M STREET EAST i M va.vww..y FLORIDA 946%% a? 813. 925.1300 TEL = 813.925 1800 FAX v L /TEXTURED /TEXTURED /TEXTURED TEXTURED 6� 21.011 FINISH FINISH FINISH FINISH TAMPA . DENVER. EST. 1994 MAIN FF. LINE ` _ W _ _ _ - _ _ _ _ _ MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION CD SCALE: 1/8" - I'-011 q;:r SAND FINISH TEXTURED BANDING = NOTE: Z THI5 DETAIL SHOWS THE TYPICAL THICKNESS 3/411 THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-011 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER 12 12 * * * * * 6T 12 51HINGLE Q6 G.G. VERIFY ALUM. O Q6 ROOF OVER 2x6 5UB FASCIA SHINGLE (TYPICAL) PLT. HT. ROOF PLT. HL O ■s STUCCO, STUCCO `n FINISH 1:1'11*i---FIN15H M SECOND F.F. LINE_ gl SHINGLE D4 SECOND F.F. LINE W T.O.M. _ ROOF -- -TOM. _ =TExru rvoo ED TEXTURED - - R 6' FIN15H FINISH b O MAIN FF. LINE TEMP. MAIN F.F. LINE T GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" - I'-011 ko oC 612 12 Tmmq 0 Q6 SHINGLE 12 -5HINGLE 12 ToniJ ROOF 6� ROOF G.C. VERIFY ALUM. Q6 - - - OVER 2x6 SUB FASCIA PLT. HT. (TYPICAL) PLT. HL _ �-STUCCO TEMP. -O Q o * FINISH 7 FIN15H 0 J 12 SHINGLE �- �l 6' ' ro LSHINGLE ROOF SECOND FF. LINE ROOF 6� SECOND F.F. LINE _ SECOND FF. LINE • T.O.M. T.O.M. TE/TEXTURED XTURED 2585 FIN15H lk) �� «�TEMP. FINISi�l- 6, MAIN FF. LINE MAIN FF. LINE G• GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) S qjv or,o RIGHT ELEVATION SCALE: 1/8" 141' ELEVATION „A„ GARAGE LEFT 15# FELT 3 TAB 25 YR SHINGLE ON 15# FELT OVER ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES CSA 24" O,C. 12 HURRICANE STRAP PER PITCH AS ROOF. F'RAMIN'G PLAN PER ELEV. 50# FELT OVER METAL FLASHING 5"x5 METAL FLASHING SHINGLEAR BETWEEN BRG. HGT- V A CONTRA ROOF PER FLASHING AND SHINGLES __..."... — ._ � 18.x18 METAL CONTRACT ALUM. DRIP EDGE FLASHING SHINGLE PER --2x6, FASCIA CONTRACT VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REO'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW & SLIDING GLASS. DOOR Z LEASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL, N.T.S. N.T.S. N.T.S. WEATHER FOLD UP WEATHER TIE-IN WITH WEATHER RESISTIVE BARRIER: -:..: EXTERIOR SHEATHING MECHANICALLY FASTEN RESISTIVE ,�RESISTIVE BARRIER & AS NECESSARY IN BARRIER TEMPORARILY SECURE 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH CORNERS THROUGH FLASHING TO FORM WATER SHEDDING LAPSq FLASHING y�'` ��4',�, FOLD UP WEATHER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER & WEATHER - EXTERIOR ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE RESISTIVE SHEATHINGF,S/� BARRIER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN-\ TAPE SILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING- /1). OVER BOTTOM NAILING FLANGE�. ;� ';, 6" 5"x5" METAL FLASHING (ASSEMBLED CAD FILE NAME LOT 116 TB _n � wINQow _n � w i z Q PAST EDGE OF ROOF ROOF PER PLAN BARRIER ABOVE HEADER TO 6„ WIDE) ALLOW FOR FLASHING G) Q INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLA HING OVER BOTTOM NAILING FLANGE�. ;� ';, 6" 5"x5" METAL FLASHING HEAD FLASHING TIE-IN CAD FILE NAME LOT 116 TB 0P CORNER, PATCH w/TAREWEE FLASHINGSHINGL IN TRU FIONS: NOTES: w N KI OUT FLASHIN G 1. CUT, FOLD UP & TEMPORARILY SECwl E WEATHER R S9 TVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. Q PAST EDGE OF ROOF ROOF PER PLAN BARRIER ABOVE HEADER TO 6„ WIDE) ALLOW FOR FLASHING FLASHING 4 n, Q INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF — -- _--. FLASHING _._...__ WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE ,,/ l THICK - , RESISTIVE BARRIER S iLR E WEATHER NOTES: j /1Jcs ft 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS c 3. FOLD WEATtliER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE A BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS 0 (MIN, 6" WIDE) TYPICAL ROOF TO WALL FLASHING DETAIL. 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. PLAN .VIEW ' l 1, TYPICAL WINDOW FLASHING DETAIL 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. 11/2" THICK N.T.S. SAND FINISH DESIGN GPOVP 2010 FERC SECTION 703.8 KEY5TONE EXTERIOR WALLS SHALL. PROVIDE THE BUILIDNG WITH A WEATHER. -RESISTANT EXTERIOR WALL ENVELOPE, THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS 717 (IF APPLICABLE) DESCRIBED IN SECTION 8703.8, 1=BRC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND, CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF STREET WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER��RESISTI VE BARRIER �3�"::HINT:) .THE EXTERIOR VENEER A S REQUIRED BY SECTION R703:7. ALL. EXTERIOR FINISHES OPTION - A _ , S ALLATION INSTRUCTIONS. SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFIC,A­FIONS OR I N . SAND FIN15N FLASHING ASPHALT SATURATEDFELT F REE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D TEXTURED BANDING WOODEN _ PLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY ]_'ABLE 8703.4. SUCH 226NOR OTHER APPROVED WEATHER -RESISTANT MATERIAL SHALL: BE AP SIDING PPI HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES 51 mm . WHERE JOINTS FELT OR MATERIAL SHALL BE APPLIED ( ) 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 A THE STRUCTSTRUCTURAL`FRAMING COMPONENTS. THE FLASHING SH LL EXTEND ND TO THE SURFACE OF THE EXTERIOR WALL_ FINISH AND CAVITY OR PENETRATION OF WATER TO WA LL SHEATHING .......� 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 R�...Movl� WEATHER RESISTIVE BARRIER FROM TOP of WINDOW SILL PLATE N ! SUCH A MANNER AS TO BE LEAKPROOF EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS N S C , 3. INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF .THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE 4. INSTALL. FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL FLASHNG, JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 5. 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 I GS AND SILLS. PATE TYPICAL FLASHING DETAIL AT SILL L 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. TAMPA • DENVER. -� EST. 1994 Now TYP. ` CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE O SCALE: 3" = I' -(D" 0 z W SHEATHING PER PLAN 3a15 FELT DRAINAGE AN EL pRA EPL E 5 1/8" STUCCO THICKNE55 4 PAPERBACK LATH I MEMBRANE 5TRIP COVERING WOOD ' FRAME/MA50NRY INTE5ECTION UNDER EXPAN61ON JOINT TO EXTEND 2" BELOW CMU L� 2 METAL OR PLASTIC EXPANSION JOINT 1 FROM TOP OF CMU 5 5/8" 5TUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBER5 INDICATE ORDER ITEMS SHOULD BE -- • INSTALLED OVER FRAME AND CMU 2585 .. I g��llnin, . • WEEP SCREED DETAIL TITLE G FLASHING DETAILS PER M.C.D. ENGINEERING SCALE: 3" = I' -fid SA, '%'F'OF?D DETAILS . • • SHEET • VAT ELE ION "All -3A3 GARAGE LEFT • z x ro w CAD FILE NAME LOT 116 TB p�CC O 0 �. L Lm 0 0 ,5v E Ci r O J h� N^ N M d . — >JM w� a01 ° IS T~ C _ N 0 +, p. f0 Z�Ld' w REVISED 05-26-15 x w > TAMPA • DENVER. -� EST. 1994 Now TYP. ` CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE O SCALE: 3" = I' -(D" 0 z W SHEATHING PER PLAN 3a15 FELT DRAINAGE AN EL pRA EPL E 5 1/8" STUCCO THICKNE55 4 PAPERBACK LATH I MEMBRANE 5TRIP COVERING WOOD ' FRAME/MA50NRY INTE5ECTION UNDER EXPAN61ON JOINT TO EXTEND 2" BELOW CMU L� 2 METAL OR PLASTIC EXPANSION JOINT 1 FROM TOP OF CMU 5 5/8" 5TUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBER5 INDICATE ORDER ITEMS SHOULD BE -- • INSTALLED OVER FRAME AND CMU 2585 .. I g��llnin, . • WEEP SCREED DETAIL TITLE G FLASHING DETAILS PER M.C.D. ENGINEERING SCALE: 3" = I' -fid SA, '%'F'OF?D DETAILS . • • SHEET • VAT ELE ION "All -3A3 GARAGE LEFT • z • JOB NUMBER 25002.159 CAD FILE NAME LOT 116 TB p�CC O ISSUED 05-07-15 w REVISED 05-26-15 x w > ;.�rruurr�,•• •• ®° ,,/ l THICK w •RIP�! j /1Jcs ft • ,•Q A 0 l 1, 11/2" THICK DAVIS BEWS SAND FINISH DESIGN GPOVP KEY5TONE 717 (IF APPLICABLE) STREET OSTATE U FLORM SAND FIN15N 813.925.1300 TEL TEXTURED BANDING 813. 925 .1800 FAX W W W.DAVISBEWS.CdM TAMPA • DENVER. -� EST. 1994 Now TYP. ` CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE O SCALE: 3" = I' -(D" 0 z W SHEATHING PER PLAN 3a15 FELT DRAINAGE AN EL pRA EPL E 5 1/8" STUCCO THICKNE55 4 PAPERBACK LATH I MEMBRANE 5TRIP COVERING WOOD ' FRAME/MA50NRY INTE5ECTION UNDER EXPAN61ON JOINT TO EXTEND 2" BELOW CMU L� 2 METAL OR PLASTIC EXPANSION JOINT 1 FROM TOP OF CMU 5 5/8" 5TUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBER5 INDICATE ORDER ITEMS SHOULD BE -- • INSTALLED OVER FRAME AND CMU 2585 .. I g��llnin, . • WEEP SCREED DETAIL TITLE G FLASHING DETAILS PER M.C.D. ENGINEERING SCALE: 3" = I' -fid SA, '%'F'OF?D DETAILS . • • SHEET • VAT ELE ION "All -3A3 GARAGE LEFT • z p�CC O w w a x w > 3/4" THICK TAMPA • DENVER. -� EST. 1994 Now TYP. ` CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE O SCALE: 3" = I' -(D" 0 z W SHEATHING PER PLAN 3a15 FELT DRAINAGE AN EL pRA EPL E 5 1/8" STUCCO THICKNE55 4 PAPERBACK LATH I MEMBRANE 5TRIP COVERING WOOD ' FRAME/MA50NRY INTE5ECTION UNDER EXPAN61ON JOINT TO EXTEND 2" BELOW CMU L� 2 METAL OR PLASTIC EXPANSION JOINT 1 FROM TOP OF CMU 5 5/8" 5TUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBER5 INDICATE ORDER ITEMS SHOULD BE -- • INSTALLED OVER FRAME AND CMU 2585 .. I g��llnin, . • WEEP SCREED DETAIL TITLE G FLASHING DETAILS PER M.C.D. ENGINEERING SCALE: 3" = I' -fid SA, '%'F'OF?D DETAILS . • • SHEET • VAT ELE ION "All -3A3 GARAGE LEFT • A/c HORIX HORIZ L E C IF� I C A L <E DISCONN. MAKE-UP MAKE-UP LIGHT LIGHT ...---- __ � DUPLEX CONVENIENCE OUTLET — — — -I— — — DUPLEX OUTLET ABOVE COUNTER .� r WEATHERPROOF DUPLEX OUTLET u: W.P. —' I..c GROUND FAULT INTERRUPTER DUPLEX OUTLET i — — — — — — 'L JL _ GF.I. I \ HALF -SWITCHED DUPLEX OUTLET L _J L - - -UTIL. MR DEN j h SPECIAL PURPOSE OUTLET W.P.7 I ( DUPLEX OUTLET IN FLOOR M. BATH GF I FOR OPT. I 220 VOLT OUTLET GF.I. I FANLIGHT ENTRY MASTER SUITE I I WALL SWITCH I HORIZ. I3 THREE-WAY SWITCH LIGHT -UP `'' W. 1. I 1.4 FOUR-WAY SIVITGN Ci `` ID H -IN DIMMER SWITCH ROUG COACH -�- " CEILING MOUNTED INCANDESCENT LIGHT FIXTURE FOR OPT. \ I I PENDANT ( AT 48" LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE FANLIGHT I I I - — — - �' (VERIFY _ — - — - — LOCATION)..;p. RECESSED INCANDESCENT LIGHT FIXTURE 1— — — CHI r c .LIGHT FIXTURE WITH PULL GRAIN O I D PUSHBUTTON FoR OYER / , G.D. OPENER I \ � TRACK LIGHT I— — - — — —I \F FLUORESCENT LIGHT FIXTURE v I cM EXHAUST FAN M — — EXHAUST FAN/I-IGHT COMBINATION cm D © s ; I 1 WP. -` ®D ELECTRIC DOOR OPERATOR (OPTIONAL) GF.I. cH CHIMES (OPTIONAL) W MOUNT AT ,$ I I �- -� o PUSHBUTTON 5ul1TCN (OPTIONAL) \ G.C. TO DETERMINE EXACT \ ( \ � _ �'fi� I � 'I I � CARBON MONOXIDE DETECTOR UP TO �--' LOCATION AND HEIGHT OF FAN/ LIGHT I I / :� ADDITIONAL OUTLET I I 1 1. I � I so SMOKE DETECTOR LANAI / 1 I I I s� SMOKE / CARBON MONO, COMBO DETECTOR KITCHEN `? GF.I. `— TELEPHONE (OPTIONAL) I DINING _ � � � I ► � ' AT 48 � � STD. LIGHT Wow OPT. FAN [�] TELEVISION (OPTIONAL) - GARAGEo I THERMOSTAT PENDANT �, </ �% I i I / / I I I I 0 ELECTRIC METER (VERIFY I \ � / I I— GF.I. I ELECTRIC PANEL .LOCATION) I � AT 48" \� LOCATION = / DISCONNECT SWITCH G.C. VERIFY SPEAKER (OPTIONAL) )FAMILY ROOM OF WINDOWS DEDICATED FREEZERQ. L — — — — — — - - � OUTLET 1N GARAGE � ROUGH -IN FOR OPT. CEILING SAN - - I ELEC. GF.L v .7 200 AMP AT 48" c h o PANEL IRRIG. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ — — — — — — — - — ROUGH -IN FOR OPT. CEILING FAN COACH GJ MICROWAVE — H ELEC. LIGHT NOTES- OUTLET OTES OUTLET +14" G.C. VERIFY UNDER METER 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED CABINET LIGHTING AT KITCHEN W.P. / GRI. FOR ON PLANS OR AS )TEM N0.4 AND 5 BELOW INDICATES. %G. SERVICE 2. UNLE55 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES At THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GRI) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 F.BC. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUI;NONG 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 ALAR16 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. .._. X w DAVIS BEWS DESIGN GROVP A/c HORIX HORIZ L E C IF� I C A L <E DISCONN. MAKE-UP MAKE-UP LIGHT LIGHT ...---- __ � DUPLEX CONVENIENCE OUTLET — — — -I— — — DUPLEX OUTLET ABOVE COUNTER .� r WEATHERPROOF DUPLEX OUTLET u: W.P. —' I..c GROUND FAULT INTERRUPTER DUPLEX OUTLET i — — — — — — 'L JL _ GF.I. I \ HALF -SWITCHED DUPLEX OUTLET L _J L - - -UTIL. MR DEN j h SPECIAL PURPOSE OUTLET W.P.7 I ( DUPLEX OUTLET IN FLOOR M. BATH GF I FOR OPT. I 220 VOLT OUTLET GF.I. I FANLIGHT ENTRY MASTER SUITE I I WALL SWITCH I HORIZ. I3 THREE-WAY SWITCH LIGHT -UP `'' W. 1. I 1.4 FOUR-WAY SIVITGN Ci `` ID H -IN DIMMER SWITCH ROUG COACH -�- " CEILING MOUNTED INCANDESCENT LIGHT FIXTURE FOR OPT. \ I I PENDANT ( AT 48" LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE FANLIGHT I I I - — — - �' (VERIFY _ — - — - — LOCATION)..;p. RECESSED INCANDESCENT LIGHT FIXTURE 1— — — CHI r c .LIGHT FIXTURE WITH PULL GRAIN O I D PUSHBUTTON FoR OYER / , G.D. OPENER I \ � TRACK LIGHT I— — - — — —I \F FLUORESCENT LIGHT FIXTURE v I cM EXHAUST FAN M — — EXHAUST FAN/I-IGHT COMBINATION cm D © s ; I 1 WP. -` ®D ELECTRIC DOOR OPERATOR (OPTIONAL) GF.I. cH CHIMES (OPTIONAL) W MOUNT AT ,$ I I �- -� o PUSHBUTTON 5ul1TCN (OPTIONAL) \ G.C. TO DETERMINE EXACT \ ( \ � _ �'fi� I � 'I I � CARBON MONOXIDE DETECTOR UP TO �--' LOCATION AND HEIGHT OF FAN/ LIGHT I I / :� ADDITIONAL OUTLET I I 1 1. I � I so SMOKE DETECTOR LANAI / 1 I I I s� SMOKE / CARBON MONO, COMBO DETECTOR KITCHEN `? GF.I. `— TELEPHONE (OPTIONAL) I DINING _ � � � I ► � ' AT 48 � � STD. LIGHT Wow OPT. FAN [�] TELEVISION (OPTIONAL) - GARAGEo I THERMOSTAT PENDANT �, </ �% I i I / / I I I I 0 ELECTRIC METER (VERIFY I \ � / I I— GF.I. I ELECTRIC PANEL .LOCATION) I � AT 48" \� LOCATION = / DISCONNECT SWITCH G.C. VERIFY SPEAKER (OPTIONAL) )FAMILY ROOM OF WINDOWS DEDICATED FREEZERQ. L — — — — — — - - � OUTLET 1N GARAGE � ROUGH -IN FOR OPT. CEILING SAN - - I ELEC. GF.L v .7 200 AMP AT 48" c h o PANEL IRRIG. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ — — — — — — — - — ROUGH -IN FOR OPT. CEILING FAN COACH GJ MICROWAVE — H ELEC. LIGHT NOTES- OUTLET OTES OUTLET +14" G.C. VERIFY UNDER METER 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED CABINET LIGHTING AT KITCHEN W.P. / GRI. FOR ON PLANS OR AS )TEM N0.4 AND 5 BELOW INDICATES. %G. SERVICE 2. UNLE55 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES At THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GRI) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 F.BC. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUI;NONG 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 ALAR16 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. X w DAVIS BEWS DESIGN GROVP Lo U Lo O. EST. 1994 J h� O `MN, 2 com Lo oJM LL . C 0 .. o m Co E {L t � N : i O i m0 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMM, FLOWDA 39677 813.925.1300 TEL. 813. 925. 1800FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ELECTRICAL <E*' DUPLEX CONVENIENCE OUTLET — — — — — — — — — r — DUPLEX OUTLET ABOVE COUNTER I O i p. WEATHERPROOF DUPLEX OUTLET OI.F.6 GROUND FAULT INTERRUPTER DUPLEX OUTLET 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... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE 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 IGF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10A-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. HALF -SWITCHED DUPLEX OUTLET 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C 0o SPECIAL PURPOSE OUTLET o � �w DUPLEX OUTLET IN FLOOR I 220 VOLT OUTLET \ WALL SWITCH 13 THREE-WAY SWITCH \ I 14 FOUR-WAY SWITCH L ----------------------- $ p DIMMER SWITCH 0 0 ro� h CEILING MOUNTED INCANDESCENT LIGHT FIXTURE OgCoo WALL MOUNTED INCANDESCENT LIGHT FIXTURE Q. RECESSED INCANDESCENT LIGHT FIXTURE 7 �+ N 0 Ac. LIGHT FIXTURE WITH PULL CHAIN O�CC�~ Z L d TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN ;p. EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) 0 CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sc SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR K] TELEPHONE (OPTIONAL) 3 I 0 TELEVISION (OPTIONAL) (D THERMOSTAT AN I 0 ELECTRIC METER I s ELECTRIC PANEL 3HT - • DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J I c / CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING FAN ------------ NOTES 1 PROVIDE ANp INSTALL GROUND FAULT CIRCUIT-INT�=IIpn= (GF I J 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... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE 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 IGF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10A-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. OFO UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT x ro w 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C 0o o � �w N' do0 2, ? GENERAL NOTES DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, INDEX OF DRAWINGS BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED EFFECTIVE SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR 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 MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER SHEET T SHEET TITLE MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. BEND). ' 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY 2. STRAPS/CONNECTOR SUBSTITUTION TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S DESIGNED AND DETAILED BY OTHERS. INSTALLATION INSTRUCTIONS ARE FOLLOWED. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 3. STAIR CONSTRUCTION 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 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA USED FOR RISERS &TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) S1 STRUCTURAL NOTE CJ' 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE WOOD STUDS MAY BE SUBBED w/METAL STUDS IN NON -LOAD BEARING WALLS MINIMUM GEA ZINC COATING 5. OMITTED J -BOLT OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2" 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 THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE TION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT PREVEN TIO 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE -1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" S2 FOUNDATION PLAN 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR (BORAC RE MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. -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 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE *'"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) S3 p DOWEL PLACEMENT PLAN ENGINEERED LUMBER CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. -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 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES -FOR CMU OVERHANGING FOUNDATION <1/211, NO FIX IS REQ'D POUR TIEBEAM & VERT. E = 1,800,000 Wine 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 OF PRESSURE TREATED WOOD. IN WALL ALONG AREA AFFECTED& TIE BEAM AND VERTICAL CELLS PER PLAN S4 FIRST FLOOR FRAMING PLAN Fc 11= 3000 Fc 11= 3000 CAST IN PLACE CONCRETE Fc j = 900 Fc j = 900 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI TUBE 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 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS 54.1 QQ NOTESS �X CON N EC 1T OR LEGEND CEILING CONSTRUCTION 2500 PSI, A SLUMP OF 4" PILUS OR MINUS 1", AND HAVE 2 T 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 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 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT ANCHORS AND ANCHOR BOLTS PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL, WELDED S4.2 ROOF FRAMING PLAN TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 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. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH S5 LINTEL PLAN ' INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). 3. WELDED WIRE FABRIC SMALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN OF EQUAL SPECIFICATIONS MAY USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR S D 1 DETAILS FOUNDATION THE 6".FIBERMIX THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 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 REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD D S 3 DETAILS GENE RAL DETAILS BEND) AROUND CORNERS' OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND ` 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: EA AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. QC CHECK: SD4 GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS TM - 2150494 SD5 �+�+ ORY DETAI L�7 TWO STORY 2 SCALE: CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF DATE: BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 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. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF ST1 GENERAL STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD` DL = 5 PSF ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: MASONRY WALL CONSTRUCTION A)FLOORS = 40 PSF 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, CONFORMING TO ASTM C90, W1 MINIMUM NET COMPRESSIVE STRENGTH OF 2000 C)DECKS = 40 PSF D)STAIRS =40 PSF CREATED ELEV. A, B, C AND ELEV A WI77 TH BONUS, PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 1 5/9/2014 WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF B) BALCONIES = 15 PSF 2 7/$/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS. WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING TRUSSES TO COMPLY W/ APA 3 / � 12/1$ 2O 4 CREA'T'ED ELEV. C W/ BONUS - TRUSSWAY FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE BETWEEN 'T'RUSSES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE - 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FTNOT REQ'D IF SHEATHING SPAN IS ( 4 1 /29/2015 CREATED ELEV. BSTD - TRUSSWAY TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY, TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL BLOCKING w/(3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX.45° FROM VERT. TO EA. 5 1/30/2015 OP'T'IONAL BONUS ROOM W/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/(3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND "X" MASTER PER BILL YOUNGMAN, S REQUEST COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. BRACING TO START 20'-0" MAX FROM#1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 6 4/14/2015 UPDATED ELEV, A STD W/ TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -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. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR O 3 DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). 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) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING, ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DESIGN PRESSURES DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED EFFECTIVE REGARDLESS OF SPECIES. 1. OMITTED REBAR 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR 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 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED 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 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 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 NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. BEND). ' 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY 2. STRAPS/CONNECTOR SUBSTITUTION (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 SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S DESIGNED AND DETAILED BY OTHERS. INSTALLATION INSTRUCTIONS ARE FOLLOWED. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 3. STAIR CONSTRUCTION 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 HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH USED FOR RISERS &TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) SIMPSON HSS2 STUD SHOES, TYP U.N.O. 4. METAL STUD SUBSTITUTION 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE WOOD STUDS MAY BE SUBBED w/METAL STUDS IN NON -LOAD BEARING WALLS CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE 5. OMITTED J -BOLT OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2" 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 -1/2"4" 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 1 st (2) 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, ENGINEERED LUMBER THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG BUILDING CORNERS. -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 <1/211, NO FIX IS REQ'D POUR TIEBEAM & VERT. E = 1,800,000 Wine 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 11= 3000 Fc 11= 3000 STRUCTURAL STEEL Fc j = 900 Fc j = 900 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI TUBE 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 SISTANT 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 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 LIVING SPACE IS ABOVE THE GARAGE. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL, WELDED 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED Y/s' LINO. 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. 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. 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: INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O 0 (+) 21.2 (+) 21.2 1 - 22.9 - 28.3 T (+) 20.2 (+) 20.2 20 (_) 22.0 - 26.4 J (+) 19.0 (+) 19.0 50 (- 20.8 0 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x 7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 C (✓ 5 5 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS j Z 0 �U U i SUBMIT REPORTS TO ARCHITECT AND ENGINEER. _ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ?� Ill flu S1 C 0 T Q J Z 11 = 0 r 0 C Z 10 R J O LLF 0 �2 ,n N m I -.I >-ol 00 W _ IY CIL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: EA QC CHECK: CC JOB No. TM - 2150494 2 SCALE: AS INDICATED DATE: 05/18/2015 S1 FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 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. 1 -- LAP SPLICES SHALL BE NO LESS THAN 25". W 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. W z W 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. W O (L 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE U SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) (D CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE Z (� THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR F W USE ALTERNATE APPROVED METHOD. — W DO 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION ILL INSTRUCTIONS. - - - 0 9. NO WOOD STAKES PERMITTED IN FOUNDATION. w W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED H IW DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO U - DETERMINE STEP LOCATIONS IF REQUIRED O `®o0p111NIlli//l� r .r 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z r ..� t/ 75-0 AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD ?1►�` 41! ®��j W O 52'-4" FOOTING STEP DOWN AND CORNER INFORMATION. •j°•ai/y ®moi d 2 STORY FOOTING 9'-0" 13'"8"• • lo 10" 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE . �• � ®�► ° 0 L W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH �` O�• p Z Z 82 v 141;J"� N Q PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ; W U (� 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ®� '� -� IY Z COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS®„ ••• �(v° �`�`' Gq MF01 MF07 p FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �'u / °•,• °� •• ��J �°► - `O O PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Q SD1 SD1 MF01 N J U- 2.3 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ��®` Q J O _ SD1 0 ®®!/ �,,, FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ! 1111LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, r ® ■ ® ■ ■ ■ ■ - ■ ® ■ ■ COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS -- _ A/C PAD A/C PAD � -�`� (-- � � ■ DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). W iv I I / -4" IN. I L_ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS d r l `- - o I PAVERS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 CL V • I 3'-8" 5141 PSF. O O \MF01 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U • 7 -6 bo DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z n Q Dr1 y rn SD1 PITCH oo STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q h --i• { Jfyl N 23'-0" 1'-8" 3'- 0"- µ 1/8% FT. FOOTING SIZES PENDING DEPTH OF STEMWALL ri U r° �`�3J o C7 W Z _4rr FIN. FLR FW— O Z 0 SD1 � _� MF02 � O MF01 12'-10" _4 —_ / M SD1 FOOTING SCHEDULE Q pq U ,ten } SD1 C�-- J /MF11 U " o: SD1 �� " " r � O .�■ ■ ■ ■ • 1 12 x12 x12 dp w/ #5 s @ 6 O.C. EA. WAY MIN (2) # 5 E.W. � _ MF06 � O G r n 0. w ai T' l ti N SD1 / 3-8 MD01 5o c/) d�y Cs� S U - ---- MF06 r bo ® 2 24 x24 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (4) # 5 E.W. O�� 1 3 r O � SD1 ih j �j O MF03 MF06 SD1 _4rr FIN. FLR 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. 0 SD1 MF03 �,� c+� SD1 \ _'Ld PITCH ` I 2.5 30"x30"x12" dp w/ #5's @ 6'r O.C. EA. WAY MIN (5) # 5 E.W. O o L Y 1/8 / FT. _ M ■ ■ ■ — _ _ / j� O U 7 ,. N I M 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY .MIN (6) # 5 E.W. � L M :01 - I 21'-4 8'-4" 5'"5" {✓ SI MF05 r_ rr T RY 2 7 ,,�� SD1 c 3 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. ' � J � U 9'-8" TWO I FOOTING i' " ( MF13 Q WO Uj ' � g N 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Z o z wzu) C ♦— n _ a �' Q cq V �� MF08 O MF11 0-0 FIN. FLR 3-6 z O z F o — 1 — 4 48 x48 x12 dp w/ #5 s @ 6 O.C. EA. WAY MIN (8) # 5 E.W. U 0? jiiiSD 4" FIN. FLR _ SD1 / I F- I O O O _ J M ' O W Q �� 0? LL �� go O rr ( 54 x54 x16 d w/#5 s 6 O.C. EA. WAY MIN 9 # 5 E.W. _ 31/2 THICK CONC. SLAB W/ 6X6 I rn >- 4.5 p @ O � � (n O W/1.4 XW/1.4 W.W.F. OVER 6 MIL MF05 O _ Z Z v3 TC 0 I VAPOR BARRIER OVER SD1 H 0 O Q Z 1/8" % FT. cn N ED rr 8 COMPACTED FILL: 60 x60 x16 d w/#5's 6 O.C. EA. WAY MIN 10 # 5 E.W. Vill,O EDWCA ~ • ( U W Z �4 I 2 ZQ J p Z _�_.. __...... O o F- SD1■ MF01 O H MD01 0o U I— ■ J I SD2 C14 U SYMBOLS LEGEND W cn MF08 MF01 MF02 SD1 SD1 SD1 d 44'-8 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 9r_0,r 2 STORY FOOTING TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 0 z 0 -" 65'-4 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q 98 TO TIE BEAM. 0 76-0-1 lo Z m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Q w Z u I=- 0 c� z (� Z H W Z J 0 0 -� V) Q W o W o o �LO0 LU 0 00 0 ca N pC . w 0 U 0 W -) >-a0 Wo a0= 0 a. I- U) STRUCTURAL ENG: CFG / BAD < DRAFTING: H z-STRUCT: EA W_ - -- --. 0 QC CHECK: CC UILD / fn ... _....___ N� JOB No. TM - 2150494 SANFO 4c D SCALE: AS INDICATED DATE: 05/18/2015 FOUNDATION PLAN- 1/411=11-011� 1 8 6 S2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strict! prohibited. p p Y Y SYMBOLS LEGEND LLI ■ 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. - - m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z W 0 LU Z W O a U� Z W O Cn .� 10W � 0 C0 O L a o W W U- 0 O Lqp U ci; - § U CQ 7'-0" 6-8" 6-8"6-8" 4'-8" 3'-2" 2'-4" 3'-4" 3'-81' 3'_10" 4'-4" 7'-4" V-8" ® s® �s� `` Q ®�� ®®® a '���6 � < Q ®® J O I- ® LLLo N l/ a % i iI I o 2 U o e---- - -- - _ L 3'-8" 5'-0" 4'-4" 4'-8" 5'-0" Ole N C> CM U °.rl. ��?� C O CL Q ^ O O � N i O ��� U LL PSI Iii II cP co o cA V _. Mod z � Q p - Ld �-, N X ■ e / \A, ✓' \� Z 5'-0" 4'-8"Q 0 U W .&,g o O (n -Nn cD zp J " — \ \ ° 06 Q z N 0 p' o U n� Z NF��� o rn % O �+ F- N z^ M W a�g J Z Z� a LLJ o � � � FO vi� � a o U z J z LL -- r Q O O 0 ® 0 ■ �_..__ w o� W O 8'-411 4'-4„ 4'-0" 41_011 4'-011 41_011 2'-01' 7'-011 314" 6'-8" 6-8" 6'-8" 5'-8" 7'-0"13- z Q O D � z a W Z Imo- 0 to pF- T - z o Z E— U) Z 0 0 _j Q ui o O Y o 0 W 000 0 z LO C� N W ~ J Z (.) 0 vow JW LL, >- 0 p Q0= vCL CD STRUCTURAL ENG: CFG / BAD Q DRAFTING: F- z-STRUCT: EA W — Q QC CHECK` cc U�Nq"F WJOB No. TM - 2150494 =SCALE: AS INDICATED DATE: 05/18/2015 DOWEL LAYOUT PLAN_ 1/4"=1 1-011 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. W O J Q H z W W Z W O ❑ F- 0 Q. O � z ci ❑ J_ W C) m Q O J Il O O ` N / W W H U- O U) ���ltlll �l�l o Z U 00 SD5 zTE]0 0 °�" ''••• •` «S� �`'� I� �`� J J r- r a- r r �- N N N N M � L LO � L In CD co 0 f� 1� O O) O �- iO.i O O O O O O O O O O O O O O O O O O O O O O O O ."' r LL U U- � U- LL � LL U- ti U- LL. � L L L u. � U- � � w U- LL u_ pal ♦ w ® V 11/11tt11 — — __._. .....Y _- LIJ II I o J J06 O af 0 o w dol _ "S, J07 Q ��l S Q �r S 1 I I M U o I 5 0 SD w z _ N o � I— O - - J07 N o o �Q° ¢ U o 0 7 U i CPI IJ05 BW4 �/ E V01 ■ Z ® 0 = = ---- BW4 - - SD6J06 j 0 F1 A H2x12 ESSDI 0 S1 Q V BW' = = J22 u< z i A A H2x$ 0 t F1 i 2x6 #2 SYP CONT. LEDGER TO+1 I - lid® -id F 1 123 _ COMBO TRUSS UNDER 2nd .- N M v v v w o �- N (.0r� .T FO S 1 F - J23 SD6 SD5 DO � J23 O V LU � 5; N O 0 Q O ces zU) J23 Q C Z U�iic J23 w z � a < S g im W Z o� 4C 4c ej E Q J220 N LL V W F W a UO ~Z U) � F-~�~ 0 J06 z J OJ Z O N � LL Y 0 J05 F- LU Z 0 0000 N � z_ W = U) 1- O LU W Z W �— ti °co W J ) 5: 0 0 .- N M v v v w o �- N (.0r� .T FO S 1 SD6 SD5 DO � SD2 O z 0 Q O ❑ z � a W Z o� ❑ Z I.— (' r r ~Z U) � Z OJT 0 - DC �aLL o ❑ Y 0 Z 0 0000 N � 0 1- O LU W Z W �— W J ) 5: 0 0 STRUCTURAL ENG: CFG / BAD DRAFTING: Q Z W..-- -STRUCT: EA �VILD�N6 ❑ X QC CHECK: JOB No. TM CC - 2160494 - FIRST FLOOR FRAMING PLANU SCALE: AS INDICATED 1-011 ~ DATE: 05/18/2015 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 #15 1 information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these, documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited, COPYRIGHT MCD 2014: The fp p y BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION &FASTENERS UPLIFT (2)2x6 #2 SYP w/2' FLITCH PLATE TAG SPACINGTOP CAP. (plf) BLOCKING H2x8 BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 PLATE 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL BW3 16 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd PT. (2)1.75"x9.25" LVL BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPA N 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 5 D 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN V-0" TO T-11" 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'-0" 2 2 BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 1rd. PT. s ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL, WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 3140 N GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOMW/ 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 2 X 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) p O (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/7' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) (, O (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) ON PLATE 16d NAILS H3.5x5.5O 2 1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) R O 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 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 5 D SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL, WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE A 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 p O (2)2X6 SYP#2 BUILT UP STUD COLUMN E O (3)2X6 SYP#2 BUILT UP STUD COLUMN F (2)2X8 SYP#2 BUILT UP STUD COLUMN (, O (3)2X8 SYP#2 BUILT UP STUD COLUMN O44 SYP#2 POST J O 6x6 SYP#2 POST O8x8 SYP#2 POST L O 3-1/2"x3-1/2" LVL COLUMN. M O 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. Q O 5-1/4"x5-1/4" LVL COLUMN. R O 5-1/4"x7" LVL COLUMN. S O 7"x7" LVL COLUMN. T O 3-1/2"x11-7/8" LVL COLUMN. V O - 0 - STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & �' EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" 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 GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22' 10d .148" x 3" 121 .148" x 341 16d .162" x 3" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED T0. 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 / 1 x1- NAILS R META16 w 7 Od O ( ) 2 B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x24" F-11 META20 W/(7) 10d x 1 �" NAILS FRAME TO CMU M 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR 2 META20 i TO POST: SIMP. HTS20 OR LSTA18 CONTINUOUS FROM FLOOR TO CEILING. 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 TRUSS 12 16d x 11" NAILS (2)ply ( ) 2 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 J J - _ �„ (2)ply TRUSS H10A 2 w/ 18 10d x 1 .NAILS 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS H10A-2 1070 H 10A-2 1245 OF ALL HARDWARE BEFORE INSTALLATION. HTS20 w/(24)10d x 1Z" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS &(18)4'x23' TAPCONS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 5 D (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY (AT EXT LOCATIONS INCLUDE ( 3) 12d TOENAILS) TO BEAM: SIMP. HUC410 w/ 1 1 8 6d & TRUSSES ElH2.5A w/(10)8d FRAME TO FRAME 535 600 a MTS 12 w/(14)10d x 11" NAILS 2 FRAME TO FRAME 860 1000 PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 ORLS TA18 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIO n8 MGT ANCHOR w/SIMP. SET EPDXY MIN. MGT w/(22)10d a" FRAME TO CMU 3140 3140 2 .7 x11:7 LVL O 1 5 8 5 5" EMBEDMENT AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE 7i 3 NAILS & (18)q x2q TAPCONS PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS HTT4 w/(18)16d x 2Z' NAILS & s"EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7 EMBEDMENT i TO BEAM: SIMP. H C410 / 1 16d & U w 8 NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 10 HGT-2 w/(16)10d NAILS w/$"EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5 EMBEDMENT � NAILS & ( ) 181 x2 TAPCONS 4 4 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d-NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 nLTT20B 18 w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w/$" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 AT EXT LOCATIONS INCLUDE (3)12d TOENAILS 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 30IRDER TO COL./ BEAM 9100 4095 23 _ _ 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. TO POST: SIMP. HTS20 OR LSTA18 CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. TO BEAM: SIMP. HUC48 w/(14)16d NAILS 4. FRAME WALLS UP TO UNDERSIDE NDER IDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x24" SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS PLATE TAPCONS BOTTOM CHORD a ON MASONRY: SIMP. META16 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE i TO POST: SIMP. HTS20 OR LSTA18 CONTINUOUS FROM FLOOR TO CEILING. ❑ TO BEAM: SIMP. HUC410 w/ 18 16d & 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d A) ALL CEILING HUNG SOFFITS AND SOFFITS PLATE NAILS & (18)4'x2j" TAPCONS WITH CABINETS AS SHOWN ON PLANS. Q���E ON MASONRY: SIMP. META16 B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. J J - TO POST: SIMP. HTS20 OR LSTA18 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS - TO BEAM: SIMP. HUC410 w/(18)16d & OF ALL HARDWARE BEFORE INSTALLATION. (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS PLATE NAILS &(18)4'x23' TAPCONS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. U) ON MASONRY: SIMP. META16 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. TO POST: SIMP. HTS20 OR LSTA18 THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TO BEAM: SIMP. HUC410 w/ 1 1 8 6d & TRUSSES (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d THE GARAGE. NAILS & (18)4'x24" TAPCONS 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN ON MASONRY: SIMP. META16 PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO POST: SIMP. HTS20 ORLS TA18 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIO TO BEAM: SIMP. HUC410 w/(18)16d & CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS S ' (10) 10d NAILS 63.5x11.875 2 .7 x11:7 LVL O 1 5 8 5 TO MASONRY: SIMP. HU410 R HUC410 w/ 10 10d O ( ) AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE 7i 3 NAILS & (18)q x2q TAPCONS PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ON MASONRY: SIMP. META16 L FEE MAY APPLY. STARTING CONSTRUCTION OR SHOP DRAWS, ADDITIONAL S f ° TO POST: SIMP. HTS20 OR LSTA18 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS i TO BEAM: SIMP. H C410 / 1 16d & U w 8 NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF (10) 10d NAILS B3.5x16 (2) 1.75 x16 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d � NAILS & ( ) 181 x2 TAPCONS 4 4 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 P1 ATP VARY SEE BUILDING SECTIONS WALL SECTIONS AND ;z ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE NDER IDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ Lq SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS W V JEp� BOTTOM CHORD a - 0 to 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE i %-- w CONTINUOUS FROM FLOOR TO CEILING. ❑ . w00, t� ,, s?cri 0Q: 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING U 77 L O�� ADDITIONAL LOADS: c 2 J A) ALL CEILING HUNG SOFFITS AND SOFFITS 4 5C z ® 0: 4! WITH CABINETS AS SHOWN ON PLANS. Q���E B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. J J - O J 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS - • 0 ♦ OF ALL HARDWARE BEFORE INSTALLATION. LL DO 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT - 000 EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS �Nlcii DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. U) 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY J W TRUSSES W J W I 10. USE 5/$ GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE S ABOVE i < 0 THE GARAGE. _ 0 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. CL OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS S ' C DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW � DRAFTING AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE QC CHECK: CC PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS JOB No. TM - 2150494 L FEE MAY APPLY. STARTING CONSTRUCTION OR SHOP DRAWS, ADDITIONAL S f ° TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS i NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF FRAMING 1S SHO NO TRUSS APPROVAL iS REQUIRED UNLESS CONVENTIONAL MNG WN, � ;z I� O ) O Lq W V JEp� IIIN11/ a - 0 to Q WC M1*- %-- w ci ❑ . w00, t� ,, s?cri 0Q: CL U 77 L O�� a 2 t;Jl c 2 J 4 5C z ® 0: 4! <CQ Q���E • �y►, ® s � • J J - O J pi - • 0 ♦ r LL DO U 000 �Nlcii U) J W W J W < 0 _ 0 CL J LU I� Uri ) O Lq W V JEp� IIIN11/ a - 0 to Q WC M1*- %-- w ci ❑ . w00, t� ,, s?cri 0Q: �� U 77 L O�� a 2 t;Jl c 2 J 4 5C z ® 0: 4! <CQ Q���E • �y►, ® s � • J J - O J pi - • 0 ♦ r LL DO LAYOUT IS REVISEDW/OUT WRITTEN APPROVAL FROM MCD. s' -9 P 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE 0 11 W ROOF SYSTEM, THE TRUSS. SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND. M BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE a ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED O O AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U , H T SSS O LD BE SUPPLIED BY EITHER CONNECTIONS OF THE A/C UNIT TOT E RUSE H U R. B /SD2 FOR MORE INFORMATION. Z THE CONTRACTOR OR A/C SUPPLIER. SEE T 01 0 q yl� N L E NOTE : ��Ili �3, BU DR W ° IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE z° a U C O TRUSS MANUFACTURERS LAYOUT = o --- STOP---- LL U Z 0 O o �,II��,I�, ti4 1�'� �E AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES z z 9G o > O� Q NAILING SCHEDULE: o CL am ROOFS: iii ROOF SHEATHING TO BE 15/321" OSB (WITH SHINGLE), 5/8 OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. C C APA SHEATHING NOTE: < 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END G WITH (3) 10d TOENAILS. I C h E c K C C L 'i L C c L F F C F L C C L C c NOTES & CONNECTOR LEGEND- ( &01LD/�C 1/4"=1'-0"NF--,)jjt COPYRIGHT MCD 2014: The information contained in this, document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. - Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. r,' I� Uri ) O ` W V JEp� r1 W - 0 to Q WC M1*- Z ❑ 06 ('� Zw Q N� i � - c " 77 L O�� 7 Z Z - OF �- 0 ' N g �✓ ZZn Q���E W H pi ' r,' DATE: 05/18/2015 S4,1 I� Uri Q J Z r1 - 0 to 0Vm Z M 0 p W ' ) Ix r DO 000 �Nlcii L) 0 _j z W J W < 0 _ 0 CL C STRUCTURAL ENG ` CFG / BAD � DRAFTING -STRUCT: EA QC CHECK: CC JOB No. TM - 2150494 SCALE: AS INDICATED DATE: 05/18/2015 S4,1 STANDARD 2ND FLOOR FRAMING NOTES: W Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR [] WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR ---- TO FOLLOW THE DETAILS INDICATED BELOW" J OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Q SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR F - SHEATHING IS NOT CONTINUOUS) LU OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR W Z SHEATHING IS NOT CONTINUOUS) , 0 LU — 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O U z U 0 U) J W C) m ry 0 0 LL O Q N > W W LL z 011111ifil/'�� LLi SO ®® •• �••; r' ateO N • Lt( A&• V � © LU . SD5 s = ®d' ; z z SO 6 ® 0:+-v J �• SD5 r r a0 a0 O a0 O O N M M M M M M M M N .— 0 ^j �® '„ /•j••®• • #� " O� cr_�I ®sv`e�� J O �Q� O O O O O O O O r r r r— .— �-- r r r �— e— �— r .-- O fA OD p w,,,. �� J J J08 Li H2x6 H2x6 J08 J09 J09 O w U III = N I I I 0 w HOZ z III z o ��JI v J 10 J 10 C U 3j o -- - _ - . Iw- 0 Z J11 J11 Q U o 0 J11 U z � � J 11 u' I, yti4 -E 110° J11 0 Z ti9 o � 0 J09 01 O� J13 IL Q I LdJ08 _ -' J08 0 _ _. J12 J09 z c o a VO z U A `- _._._ F —� W ��^d J10 O � .�gn S06 III z�n �zMo� SD5 J11 J11 � V Ur Q vw� j c STRAPS 111 J 11 U Z O r REQ'D I N O H �N Egg J CC G III Q _ z a< WEE J10 III J10 F_ O S06 U �� .III w SD5 Prix=z W z �-STRAPS J09 J09 Q J 0 0 REQ'D ~ O O U 0 J08 J08 Q W T =' W H2x12 z = 00 rn o .y w 0 0 0 �0 U) a 4 F SO SD SD5 A SD5 z 4 Q O z � a Uj Z O cc o � � z (� h Z 1— U) Z-0 _ J J o oG CaW O WaY o Lo LU °00 0 � N � U) F-�m Z Cl) LUj O JW `W LU --j>-00 H— v LL STRUCTURAL ENG: CFG / BAD Q DRAFTING: 1-- z STRUCT: EA LU-- - _------ .---.— - - -- _.. ---- - -- ---- (3lllLDii� QC CHECK: CC G JOB No. TM - 2150494 �A i�� = SCALE: AS INDICATED ROOF FRAMING PLAN �, ,, _ `t ~ DATE: 05/18/2015 1/4"=1 1-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCDp p y y CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") AT CORNERS PROVIDE STANDARD L HOOK BAR. L OTHER BARS INTO CORNER AS REQ'D • PRECAST"U" LINTEL W/ 3000 psiPER LINTTELEL PLAN. IF P REBAR IS INDICATED IN METAL LATH OR WIRE SCREEN OVER COURSES NOT RIEQ'D TO BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN (SHEET METAL & PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE QUALITY LOTTS AND POWERS STEEL 3'-4" W 0 16 63 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN z w -SHEAR WALL AT OPENING STANDARD LINTEL NOTES STANDARD LINTELS „ CLEAR OPENING 8 UNFILLED 8F8-1 B / $F8 -OB 8F16-1 B / 8F16 -OB 8F24 -113/8F24-013 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2 1 O #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 ' LINTEL, #5 TO BE'; HOOKED INTO SIDE VERTICALS ''. PAPER FELT �.,-- PROVIDE SCREEN WHEN BLOCK BELOW IS 10 HOOK NOT REQUIRED TO BE FILLED PROHIBITED) ' STANDARD 90 DEGREE HOOK ° d 7 Q 1= --- - " 5365 / 1999 - 10000/4249 °. ° BLOCK FILL W/ 3000 psi CONC. w/ (1) #5 DIA. 91/2 20 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 X-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 31/8 °° . ° .. .. 113/41 25 °_ °' '.tea `. ° ° .' a'' <. _ _ _ _ .� �` ° '�° ° '_ _ _ _ ;e ." GRADE 60 TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL 3'-4" 1006 16 63 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN z w -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT TA44 #3 4 41/4 7 d '•° 4 -0 860 1651 / 1349 5365 / 1999 7342/3123 3123. 10000/4249 °. ° BLOCK FILL W/ 3000 psi CONC. w/ (1) #5 DIA. 91/2 20 0 55/8 121/2 ° #5 31/8 7 113/41 25 ° 7 151/2 ° ° °.4 ° m ° ° e ° • d °' � REBAR 30 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 8 1/16118 1/2 36 #7 1 43/8 9 13/16 16 1/2 35 51/4 9 13/161213/4 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY, 42 �_ 4 6 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 z a ° O �vILD /N ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. w Z CC JOB No. TM - 2150494 °., W SANFORF7 5'-2" 570 1232/1232 3480/2580 8360/3586 8825 / 4592 ° Id <. I a u, 0 °: ' ° d , d ° °° • a A I g 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK ASA MIN. 32" FOR THE LOAD 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 • e �n CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O d a I z I w ADEQUATE FOR THE LOADS. U 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 al d cwi� 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O z U 9'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 ° , ° • SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 U) 10'-0" 292 567/454 1366/1277 2423 /1770 4006/2263 �.�• ° °° .. a_ a° WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. J W 10'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552/ 2003 0 11 4� . ROUGH OPENING PER PLAN .. °� —�' .. —� d _ 11 2 2 55 4 1/ 2 7 35 1075/1075 1838/1567 2883 / 2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL m 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 01 ° .. STD. 90 DEGREE ANGLE 3000 psiCONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS � ° 12'-$" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 1738 #5 DIA. REBAR13'-4" 8. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & p 0 328/0 1234/0 1779/0 2662/0 ° BOTTOM REGARDLESS OF REINF INDICATED IN TABLE BELOW -j 14'-0.. 0 292/0 1160/0 1660/0 2439/0 LL - 16'4" 0 284/0 950/0 1379/0 1997 / 0- _ 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS N 1468 / 0 1. fc PRECAST LINTELS = 3500 PSL w W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi; ~ W 20'-8" 0 145/0 550/0 981 /0 1376 / 0w d ° 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O LIl lift' 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 GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH Aa BEND O LENGTH LAP SPLICE °• . NO -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT TA44 #3 4 41/4 7 d '•° '. 41/4 91/4 d #4 4 5 5/8 91/2 20 ° 55/8 121/2 ° #5 31/8 7 113/41 25 ° 7 14'-0.. 0 292/0 1160/0 1660/0 2439/0 LL - 16'4" 0 284/0 950/0 1379/0 1997 / 0- _ 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS N 1468 / 0 1. fc PRECAST LINTELS = 3500 PSL w W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi; ~ W 20'-8" 0 145/0 550/0 981 /0 1376 / 0w d ° 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O LIl lift' 8" x 8" x 16" CMU U.N.O. 22'•8" 0 110 / I 450 / 0 824 / 0 1147 / 0 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE �� ` I fi�JJJ RECESSED LINTELS -FILLED - (CMU) � �..� J�ii ui � STRENGTH 1900 PSI. �, . •• �J INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB •.•• ••S• mss,,, a o d, BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60.,PRESTRESSING STRAND PER ASTM A416 GRADE �rW •��� :, = � ° . ° ' MD08/S5 FOR LAP INFO. ,� 2 8 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A51 0. 0 w o PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230/1230 2769/2769 4085/4085 * .-+ . - z z a,• r 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 GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH Aa BEND O LENGTH LAP SPLICE °• . NO -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT TA44 #3 17/8 41/4 7 15 '. 41/4 91/4 d #4 8" x 8" x 16" CMU U.N.O. 22'•8" 0 110 / I 450 / 0 824 / 0 1147 / 0 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE �� ` I fi�JJJ RECESSED LINTELS -FILLED - (CMU) � �..� J�ii ui � STRENGTH 1900 PSI. �, . •• �J INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB •.•• ••S• mss,,, a o d, BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60.,PRESTRESSING STRAND PER ASTM A416 GRADE �rW •��� :, = � ° . ° ' MD08/S5 FOR LAP INFO. ,� 2 8 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A51 0. 0 w o PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230/1230 2769/2769 4085/4085 * .-+ . - z z a,• r FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION JC..I" IEDU LE C2 U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 64" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT/ is `•• • �ee M SEE FOUNDATION FOR FOOTING 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U - UNFILLED R =RECESSED •••«•®• `�� >. n� - 71-411 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ Q Jj® P ``a _j O 8'-4" 415/235 1152/1152 1694 / 1552 O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY _ of illlll�r LL 81F16-1B/1T B � D06 TYPICAL MASONRY CONSTRUCTION O 8F8-1B/1TQUANTITY OF #S REBAR AT TOP SCALE: 3/4" = 1'-0" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER U) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8RF14-1B/1T NOMINAL HEIGHT -j 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 0- - Oo NOMINAL WIDTH p 8F16-1B/1T O OE TYPE DESIGNATION o wol� 8RF14-OB/1T z O 60l v N O 8F16-0B/1T 1-1/2„ CLEAR C6 U 3j o Oc 8F20 96/1T LU ° ¢ _ A. a M z D 2 #5 REBAR AT TOP MIN. (1) REQ'D Q = o 0 O” 8F20-0B/1T V J=' Q Q C.M.U. U Z c 8RF22-1 B/1 T z 0 O I' hlir � 1= O too GROUT O rr ll ti��0 (D z #5 REBAR AT BOTTOM OF LINTEL z V 00 U (D 8F24 -16/1T io CAVITY O Z U� BOTTOM REINFORCING PROVIDED U) o� SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8RF22-OB/1T 7-5/8"AACTUAL IN LINTEL (VARIES) t. :::': M 8 NOMINAL WIDTH 44 }} 8F24 OB/1 T a. 4 �' 7 4 N .FILLED u.i O 8RF30 1 B/1T • r ' , ,. '. , •• 8 T-2" LINTEL PER PLAN F - i: P U 7 O 8F32-1B/1T 1-1/2" CLEAR' A O R 8RF30-0B/1T O TRANSOM OPENING ..; ''''.;::: O ¢ - m °.•ti.. S F F w a O z #5 REBAR TOP MIN, (1) REQ'D - 0 8F32 -OB/1T U J - '• FRAME INFILL AROUNE ?� D o ¢ z C.M.U. m Cn � F 8 * i ;: SEE FOUNDATION O r T 8F38-1B/1T 010 - u- W o,r- WINDOW BY BUILDER O 1r, Q O p v; N PLAN FOR FILLED CELL SEE WF01/SD2 FOR \ p � z Z Z a, u 8F12-1B/1T = O -06 wow"zy ,...; INFO. MIN. 1 1S REQ'D rn O E O MORE INFO '?.' :;. O O cTo t- Q -ell �' :.. r ON EITHER SIDE U.N.O. Q V j , Ov - / *---* BOTTOM REINFORCING PROVIDED J zor-9- 8F40 OB 1T 7-5/8" ACTUAL IN LINTEL VARIES U - O 8 NOMINAL WIDTH w Q g v •` 'V� .::, ..• UNFILLED J z� a :.: •':•�: � x z to . ;:,..: :... • 2 2X8 WOOD HEADER O W O Q 4 E TURNED SIDEWAYS. o 'S f 0.2c .:., FIRST PLY 2X8 TOC14 -1 Uj DOOR OPENING ;'' c •: O co „ U W L H ~ 44 ,'..; .. MASONRY WALL W/ o N ori z 411-1/2 CLEAR Z J Z `� O s: SIMPSON HUS26 HANGER M D' O = J J D ' @ EA. END. W/ (6) 3/16" Ox a Q w #5 REBAR AT TOP MIN. (1) REQ D O 1-3/4" TAPCONS INTO p CO w� a B U i - TOP KNOCKOUT/ LINTEL LOCK U MASONRY & (4) 10d X 1 D D o z v a COURSE Q W 1/2" NAILS INTO HEADER. 0 O U) 00 X ° 2ND PLY TO 1ST PLY W/ z 10d STAGGERED @ 6 O.C. m d g. #5 REBAR AT BOTTOM MIN. (1) w 8'4" 6'-4" w w REQ D m0 DO LINTEL W/ TRANSOM DETAIL 'S z'I` 16 GA. POWERS STEEL BOXED d O - 7-5/8 ACTUAL LINTEL � SCALE: 3/4" = V-0" a J 8" NOMINAL WIDTH z POWERS STEEL o < Fa I REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 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 GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH Aa BEND O LENGTH LAP SPLICE „All „B., ..c,. ..D„ "All "Bit „c„ TA44 #3 17/8 41/4 7 15 '. 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 ° 55/8 121/2 24 #5 31/8 7 113/41 25 ° 7 FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION JC..I" IEDU LE C2 U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 64" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT/ is `•• • �ee M SEE FOUNDATION FOR FOOTING 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U - UNFILLED R =RECESSED •••«•®• `�� >. n� - 71-411 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ Q Jj® P ``a _j O 8'-4" 415/235 1152/1152 1694 / 1552 O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY _ of illlll�r LL 81F16-1B/1T B � D06 TYPICAL MASONRY CONSTRUCTION O 8F8-1B/1TQUANTITY OF #S REBAR AT TOP SCALE: 3/4" = 1'-0" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER U) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8RF14-1B/1T NOMINAL HEIGHT -j 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 0- - Oo NOMINAL WIDTH p 8F16-1B/1T O OE TYPE DESIGNATION o wol� 8RF14-OB/1T z O 60l v N O 8F16-0B/1T 1-1/2„ CLEAR C6 U 3j o Oc 8F20 96/1T LU ° ¢ _ A. a M z D 2 #5 REBAR AT TOP MIN. (1) REQ'D Q = o 0 O” 8F20-0B/1T V J=' Q Q C.M.U. U Z c 8RF22-1 B/1 T z 0 O I' hlir � 1= O too GROUT O rr ll ti��0 (D z #5 REBAR AT BOTTOM OF LINTEL z V 00 U (D 8F24 -16/1T io CAVITY O Z U� BOTTOM REINFORCING PROVIDED U) o� SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8RF22-OB/1T 7-5/8"AACTUAL IN LINTEL (VARIES) t. :::': M 8 NOMINAL WIDTH 44 }} 8F24 OB/1 T a. 4 �' 7 4 N .FILLED u.i O 8RF30 1 B/1T • r ' , ,. '. , •• 8 T-2" LINTEL PER PLAN F - i: P U 7 O 8F32-1B/1T 1-1/2" CLEAR' A O R 8RF30-0B/1T O TRANSOM OPENING ..; ''''.;::: O ¢ - m °.•ti.. S F F w a O z #5 REBAR TOP MIN, (1) REQ'D - 0 8F32 -OB/1T U J - '• FRAME INFILL AROUNE ?� D o ¢ z C.M.U. m Cn � F 8 * i ;: SEE FOUNDATION O r T 8F38-1B/1T 010 - u- W o,r- WINDOW BY BUILDER O 1r, Q O p v; N PLAN FOR FILLED CELL SEE WF01/SD2 FOR \ p � z Z Z a, u 8F12-1B/1T = O -06 wow"zy ,...; INFO. MIN. 1 1S REQ'D rn O E O MORE INFO '?.' :;. O O cTo t- Q -ell �' :.. r ON EITHER SIDE U.N.O. Q V j , Ov - / *---* BOTTOM REINFORCING PROVIDED J zor-9- 8F40 OB 1T 7-5/8" ACTUAL IN LINTEL VARIES U - O 8 NOMINAL WIDTH w Q g v •` 'V� .::, ..• UNFILLED J z� a :.: •':•�: � x z to . ;:,..: :... • 2 2X8 WOOD HEADER O W O Q 4 E TURNED SIDEWAYS. o 'S f 0.2c .:., FIRST PLY 2X8 TOC14 -1 Uj DOOR OPENING ;'' c •: O co „ U W L H ~ 44 ,'..; .. MASONRY WALL W/ o N ori z 411-1/2 CLEAR Z J Z `� O s: SIMPSON HUS26 HANGER M D' O = J J D ' @ EA. END. W/ (6) 3/16" Ox a Q w #5 REBAR AT TOP MIN. (1) REQ D O 1-3/4" TAPCONS INTO p CO w� a B U i - TOP KNOCKOUT/ LINTEL LOCK U MASONRY & (4) 10d X 1 D D o z v a COURSE Q W 1/2" NAILS INTO HEADER. 0 O U) 00 X ° 2ND PLY TO 1ST PLY W/ z 10d STAGGERED @ 6 O.C. m d g. #5 REBAR AT BOTTOM MIN. (1) w 8'4" 6'-4" w w REQ D m0 DO LINTEL W/ TRANSOM DETAIL 'S z'I` 16 GA. POWERS STEEL BOXED d O - 7-5/8 ACTUAL LINTEL � SCALE: 3/4" = V-0" a J 8" NOMINAL WIDTH z POWERS STEEL o < Fa I REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 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 GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE „All „B., ..c,. ..D„ "All "Bit „c„ "D11 #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/41 25 33/4 7 151/2 30 #6 1 33/4 81/16 14 30 41/2 8 1/16118 1/2 36 #7 1 43/8 9 13/16 16 1/2 35 51/4 9 13/161213/4 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY, 42 1 U o� LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK F� r� DATE: 05/18/2015 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. I I ted 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF O J z Lo O 04 E I C SAFE LOAD TABLE NOTES 1/8 11=111-011 SUPPORT. U) .. m a 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. o~ 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED w Z 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. cn LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL T- 11 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 1'- � T- 2. 0 = NOT RATED. D z 0 CJ 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Z ~ Z #3=2Y2' 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = �- J O p� o= 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 3: W- Q W H ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O W , STRUCTURAL ENG. CFG / BAD LINTEL PLAN 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY, 0 w 0 O00 DRA TING: LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK F� r� DATE: 05/18/2015 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. I I ted 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z 0 Lo O 04 1/8 11=111-011 SUPPORT. U) .. m _ 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. o~ J Z () O LU —_— 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. cn W J CJ � #3=2Y2' o= H #5=2 2 Cl) STRUCTURAL ENG. CFG / BAD e '•°' _„- < DRA TING: a .A d .° .. #7#6 7 = 3,V2" z -STRUCT EA ° a O. .. �vILD /N QC CHECK: CC JOB No. TM - 2150494 °., W SANFORF7 SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK F� r� DATE: 05/18/2015 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. I I ted (1) #5 FROM FTG. TO TIE BEAM 1 (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT HOLD BEARING WALL BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W CELL SOLID CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING ~ MIN 4" WITH FOUNDATION 2 1/ " WALL SCHEDULE WALL SCHEDULE 8 CMU BLOCK 8 CMU BLOCK w 4 I BELOW FOR ADDITIONAL FOR ADDITIONAL INFORMATION 3-1/2" CONC. SLAB w/ INFORMATION 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ Q 3-1/2 CONC. SLAB w/ 3-1/2 CONC. SLAB w/ FIBERMESH REINF. OVER FIBERMESH REINF. OVER w (1) #5 s CONT. FIBERMESH REINF. OVER FIBERMESH REINF. OVER FIBERMESH REINF. OVER cn 3-1/2 CONIC. SLAB w! 6 MIL VAPOR BARRIER SD1 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER w FIBERMESH REINF. OVER g Z 2x PT SILL PLATE 2x PT SILL PLATE > ° ° )I a ° g III Q. a > 6 MIL VAPOR BARRIER W N Z eW a' a.. ° \ ° .4e e, ,• ULI .,e : rd d• .. " 00 co q I 4 a I 4. .°., d —i •— .4 �• —I. W Z hI Irl l o ° ITL o - - — — - - — — a GRADE _ a GRADE z cn w d -45 — ° e' a ° . 4IIL _III— _ :.... a III=III=III - g 0�-, _ _ _oo I I=I — O d .a _'— - ° Z 4 ' I -- Z G LL -... ......._° -.-_ .—.- I I--I `CJI d ° .. a' O - d - + , .♦ I I I--) d � — I — — - —---�_�' - - — °` — °• d .:..' .• :. III 111= p E- -' - I �LJJ (3 -I = = 1 1= I I I =1 ° . - = - _ - = I o oL ea .e ' q I O ea .a.' 4 — p Q' LL I. I 8' 4' 1— — — —I —�— �. —I U — 00 _ I I= I - J I a I- 1 — — I— 11 l= -- I- I I_, I I I III III=III III— I CLEAN r O I CLEAN COMPACTED — I I _ I I I — =1' COMPACTED z —,—, I I= i I_I o —� I I- — —11.-1 I I III-1 I i— ° z v Ili II III L TAN I - I i CLEAN COMPACTED FILL @ 95 /° STANDARD _— ; , CLEAN (2) #5 BARS CONT. W/ 3"' COVER FILL @ 95 /6 p U) — -- —\\—CLEAN ° 16 DENSITY (2) #5 BARS CONT. W/ 3 COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8 8 STANDARD J W (2) #5 BARS CONT. III=I (2) #5 BARS CONT. ' I FILL @ 95% STANDARD TYP. AT 2 STORY CONDITIONS 8 8 FILL 95% 3 #5 BARS REQUIRED AND Z) W/ 3" COVER TYP. CLEAN COMPACTED W/ 3" COMER TYP. � CLEAN COMPACTED DENSITY @ O Q DENSITY m 0 1'-4" FILL 95% STANDARD 1 -4° FILL 95% STANDARD (2) #5 BARS CONT. W/ 3" COVER TYP. (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE Q 01 @ @ FOOTING TO BE 20" WIDE DENSITY ❑_ DENSITY DENSITY AT 2 STORY CONDITIONS (3) #5 BARS REQUIRED AND FOOTING TO BE 20" WIDE WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG w SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS o 0 N W W F01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING F03 NON-BEARING STEP DOWN F04 DOUBLE STEP FOOTING FO OFFSET FOOTING BEARING F06 INTERIOR BEARING SCALE: 3/4"-1-0 SCALE: 3/4"-1-0 SCALE: 3/4"-1-0 SCALE: 3/4"-1-0 SCALE: 3/411-1-0 SCALE: 3/4"-1-0 � 1I ats Z ♦ �QUj 3/4" RECESS @ �•I 0 W 6 PER MFG. SLIDING GLASS 4, P. � cV Q Z SPECS DOOR 0: CC L� U SLOPPED GROUT a 4 q .' %6 ��• ®® p 4 ® . — 8 CMU BLOCK , ®® C, ♦ � Q TO DRAIN SEE PLAN d .. � 4 °a ° � , �. � SLOPE ®: ®`• ®`�� � .w p MIN. 24 BEFORE �.. ' J FOR STEP OPTIONAL CURB ` d _ A/J �� IL 8.. G.C. TO VERIFY ANOTHER STEP d 3-1/2 CONC. SLAB w/ (1) #5 FROM FTG. TO TIE ►11111111 OPTIONAL ( ) FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. REINF. SEE 3-1/2" CONC. SLAB w/ d d o �. CURB FOR #5 CONT. REINF. 6 MIL. VAPOR BARRIER 25" GROUT CELL SOLID � \ i PLAN FIBERMESH REINF. OVER ° P is a �°, SEE FOUNDATION REFER TO PLANS FOR LU MAS. @ELEV. •a 6 MIL VAPOR BARRIER e + a : a; I d' a d FOR QUANTITY a LOCATION o- 0-0 w/ (1) #5 4, W a d 1' �. 4 1/2 CASING A ° a -' �— .rte' rw. � � �, ,� �° W a ..° d . .a .�'.�,4` C'BAR CONT. f4a. a r�.�d. .�OD �L9�ow W • �. _ -- f. a ALUMINUM THRESHOLD °. ., 4 I ° ° .e' °..� �.� .�e.�. w. �'' 4 d'4' ° 'd .. va w � ❑ O GRADE ° a „ ,� d r a Z ;� �° . #5x25 x25 Q a • I � m�.t..�• ° ° a 4_ # T W/ " a e ° c .' '.. " o d a ' ' e ° °. ,• d. . ° �-- I _ — _III=III=111=1 :'; _ _ p. (2) 5CON 3 d: d CORNER BAR ONE 3-1/2 CONIC. f�d'3 N °o MUDDED • — — - 4.. A. i r 41 = — — - —COVER d, a SLOPE o• d - — -- —I `Y' U III J - I _ I__I 1= I 1=1 I - h — III—III- 11 FOR EA. HORIZONTAL w/ FIBERMESH I—I I , — — — • FLOOR CLEAN j d -i j I — — — — — = I—III —III=III=1I1= 1= 1=1I1=� a — _ — _ d d,. I .. •. 'o p ° °' — — _ L —I — _ 4 ° a — (2) #5 BENT BARS W/ 4.:. ° ; d ° �d REBAR, TYP. U.N.O. REINF. AND 6 MIL 1 — — — — — - W Z — ( SLOPED COMPACTED -TRI 1- d ,.. , B 1-1 I I III = w — ° °. e e a. VAPOR BARRIER 3/4" RECESS _ — — _ = CL OU ...�. �..� ..ate • .. I TO DRAIN FILL @ 95% _i I I ( I _ — I = w p 4 cs`o I_MIN. 25 LAP SPLICE �� ° -� I _ i- l —1 I 1 Q o C 4 I —I I I_I I(—III I._I I I, �, �i.°!Ir' •. a — — d . do 4 d� , 44 _ (2) #5 BARS CONT. Q STANDARD —Iii—iii— =1 I (=III III= — - - ° a SLOPE 1/4.. U DENSITY 8" x 12" THICKENED = — — I I= _ -- — — - _ °.. PER T W/ 3" COVER TYP. T-4" CLEAN COMPACTED LL Z ' I ti4 1'-4" 2 #5 REBAR SLAB w/ (1) #5 CONT. =III I I=1 I I i� - I I I�1 III__ --� I- E 00 FILL 95% STANDARD U (� (2) #5 CONT 16 MIN. — — — 4 e @ H �S -I _ _ — I- VERIFY W/ DETAILS FOR REQUIRED o 4 DENSITY W/ 3" COVER. 'I i I--�1 1 I ) I I I I II I ISI I I STEEL AT 2 STORY LOCATIONS PER MFG. 4° q Z Z 8.. SPECS 0 ��ly • WHERE 2ND STORY OCCURS, FTG VERIFY W/DETAILS FOR REQUIRED b SHALL BE V-4" WIDE w/(3) #5 BARS EXP JOINT > Q STEEL AT 2 STORY LOCATIONS � F FOOTING SHOWER F08 THICKENED EDGE FO 9 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMULLI 0 SCALE: 3/4" =1 �_0", SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" U ♦♦ ^^ � vJ w J U) _ SEE ELEVATION ❑ Z < � V _ W ��$� FILLED CELL WOOD POST SEE �r l FLOOR PLAN FOR SIZE 1 1 O ¢ 4" AND BASE CONNECTION 0 0 0 4C ----------AI ® Tg GARAGE Q 7� S TOP COURSE TO BE O L I— d,I CHAIR BLOCKS. ENTIRE w O _ TOP VIEW @ CORNER - - -j — BASE To BE FILLED = _ SOLID z GARAGE WALL CMU BASE w/ (1) #5 ® OU VERTICAL @ EACH Z W � Q •��- CORNER. SEE FLR. O U DRIVEWAY BY � Z W � Z 3-1/2" CONC. SLAB w/ PLAN FOR BASE N ¢ Q J 7 O FIBERMESH REINF. OVER BUILDER- SIZE > ❑ L 6 MIL VAPOR BARRIER CONCRETE OR w O "�'1 2 4. PAVERS SEE FOUNDATION W U J ch FOR PAD SIZE Q W O A Qap CONC. SLAB OR Z W . — PAVERS PER PLAN a 0 a CLEAN COMPACTED ' 1 I-1 I=1 I IJ I I- 8" x 8" THICKENED 64 yy FILL @ 95% STD. EDGE w/ (1) #5 • V DENSITY CONT. do ° 4e . < .e o , a Z d, d ° .4 e ° a: <. d e. 4 e .. ❑ a 4 a 'e Q F13 THICKENED EDGE F15 FRONT BASE NOT USED C a SCALE: 3/4" = V-0.. SCALE: 3/4" =1'-0" W z 11 GARAGE DOOR COLUMN DETAIL _ o� o �T Z o Z = zoo o� o p W 1 8"CMU - � 8" C.M.U. FINISH FINISH PER 0 � 00�0� 3-1/2" CONC. SLAB PER ELEV. PVC OR SCH40 ELEV. TOP (2) #5 x 4'-0 TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 '� !V z LO w/ FIBERMESH FINISH FLOOR CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE (� • • m REINF. OVER 6 MIL FINISH FLOOR PENETRATION - PENETRATION 11J F'- O J z VAPOR BARRIER ❑ b PENETRATING ,... PENETRATING W J 0 r p d. PIPE �. 4 ° ° v PIPE d, a 4 —° 4 d 4' 4 Q O_ A. GRADE d.... ; 4 q •' _ —: "•— 4 a °. , °, d .° LOOP TIE (TYP.) o d — 4 r d . I1=I;I=1 — � : — CLEAN-0:.li-- .: _ I= •. •' I I I I: = I _ COMPACTED FILL — IN11 I - — - —III— — ao Z --- .a ° .• • cd — ' — _ a �4 I IT J STRUCTURAL ENG CFG /BAD — %— ._. I. Qd . ,' iI i d'a 4 -_ -- (I —1 I 1— I — I — <[ DRAFTING: PVC SLEEVE MIN. I� l=1 I=I I FOOTING FOOTING PER - _ I I I _ I — _ -,-_,— _ I I-I I _ III DIAMETER TO BE 2 —III -III— 11- PER PLAN PLAN I I I I: SEE FDN PLAN (— I I =l=1 I I 1 1-1 I I—I =1 I! I ISI I (=l I 1-1 I 1 w-STRUCT: EA PVC SLEEVE I FOR SIZE I—� _.m SEE FDN. p --------- _. PIPE SIZES LARGER 1-- , ( I I- QC CHECK: CC THAN THE —III_ & REINF. I PLAN FOR (SIDE VIEW) (FRONT VIEW) 1- I I SIZE & REINF. JOB No. TM - 2150494 S.4.NFORD = SCALE: AS INDICATED PENETRATING PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND o �— — -- --- — �Aq DATE: 05/18/2015 F14 TYPICAL FOUNDATION SCALE: 3/4" =1'-0" "" PENETRATIONS i or transfer of these documents without the expressed, written consent f COPYRIGHT MCD 2014: The Information contained m this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication,t e e p s t o MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. 1s strictly prohibited. OF OPENING 12 PRE-ENGINEERED WOOD 2x6x12 P.T. TRUSSES @ 24" O/C SHEATHING e CENTER BUCK (P) SEE ELEV. UPLIFT CONNECTOR PER PLAN W STRUCTURAL SHEATHING (SEE SCHEDULE) SHEATHING CLIP EACH TRUSS I— DOUBLE 2x4 TOP PLATEPER PLAN SEE ROOF PLAN CLIP EACH TRUSS -SEE Q FOR TYPE ROOF PLAN FOR TYPE ..MIN 2x4 STUDS @ 16" 0/C CLIP EACH TRUSS SEE ROOF PLAN FRAME OUT TO IF REQ'D, PROVIDE CLOSURE WALL FOR TYPE BLOCK EDGE FRAME OUT TO 0 3/8" DIA. ANCHOR w/ SINGLE TOP AND BASE PLATE w/ BLOCK EDGE (2) 16d NAILS TO TRUSS. STUDS @ FRAME OUT TO AS REQ'D 2 X 4 P.T. TOP BUCK 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE J H INSTALLED PER NAILING PATTERN Z (2) 2x TOP PLATE W EXTERIOR SHEATHING ATTACHED e PER NAILING SCHEDULE FROM I I I I (2) 2x #2 SYP w Z TOP OF KNEEWALL TO BOTTOM II I I (2) 2x #2 SYP SEE PLAN FOR 0 (2) 2x TOP PLATE 2x6 P.T. BUCK EACH OTHERWISE SP2 CLIPS AT TOP I II I I BEAM SIZE SEE PLAN OR I BEAM SIZE W AND SP1 CLIPS AT BASE ARE 2x4 SPF #2 KNEE WALL 0O ; SIDE OF OPENING I I ITH STUDS @ 16" O.C. U _ REQUIRED. 2x4 SPF #2 KNEE WALL I 2x4 SPF #2 KNEE WALL I (2) 2x PLATE w/ STRUCTURAL WITH STUDS @ 16 O.C. 2x PT BOTTOM O PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" 2x BLOCKING WITH STUDS @ 16" O.C. I I SHEATHING FROM TOP z U o CRICKET AS w/ STRUCTURAL PLATE EMBEDMENT AT EACH DOOR BRACKET, EACH REQUIRED W STRUCTURAL (2) 2x #2 SYP I OF WALL TO BOTTOM OF E (!) SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK SHEATHING ON BOTH SEE PLAN FOR SHEATHING ON BOTH I WALL. ATTACHED PER - W 2x P.T. PLATE SIDES FROM TOP OF I BEAM SIZE SIDES FROM TOP OF I PRECAST NAILING SCHEDULE m 0 WASHER W/ EACH ANCHOR. (1st BOLT TO BE WALL TO BOTTOM OF " MAX. ABV. CURB REST EQUALLY SPACED " --- WALL TO BOTTOM OF I LINTEL OR OTHERWISE SP2 CLIPS ¢ 8 Q 1/2 x 8 A.B. OR TITEN HD @ _-- BEAM. ATTACHED PER D - - - BEAM. ATTACHED PER BUILDER FRAME I KNOCK OUT AT TOP AND SP1 CLIPS APPROXIMATELY 24 O.C.) 32" O.C. & 6" FROM EACH END NAILING SCHEDULE RADIUS AS REQ'D NAILING SCHEDULE COURSE TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPS I I AT BASE ARE REQUIRED O w/ (1) #5 CONT. AT TOP AND SP1 CLIPS I I MASONRY 1/2"x8" ANCHOR BOLT MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED BUILDER FRAME & 6 FROM HDC WALL �� START BOLTS AFTER GARAGE CMU RADIUS AS REQ'D & 6 FROM EACH END N j CURB (8" MAX.) I'° UPLIFT CONNECTOR W W (SEE SCHEDULE) D02 GARAGE DOOR4F1 KNEEWALL ABOVE41701KNEEWALL AT ENTRY4FO KNEEWALL AT ENTRY4FO KNEEWALL AT ENTRY = SCALE: 3/4" _ 1'-0" 1' SCALE: 3/4" =-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" R 0 %J111411111 ® ' �( iso�id BUCK DETAIL SCALE: 3/4" 1'-0" MASONRY WALL ®` 1�io W �.•®%,s�'s d CV (2) 2x TOP PLATE 0 �`' 1.1 (2) 2X PT BUCKS PRECAST LINTEL/ -PROVIDE STANDARD HOOK "il'` ®. 1 W w/ 1/2 O.S.B. BE ! • w! . (1) #5 IN TIE BEAM �, ® ®� 'oS :713P' 6 THREADED ROD PER PLAN MIN. I NOTES: NAIL SCAB TO TOP CHORD ® �/.•• �• J 6" FROM END OF CMU I TYPICAL TIE BEAM w/ 3000 WITH (4) 0.131" x 3 1/4" NAILS _ = - - - - - ^�� .,••• `® C1 psi CONC. w/(1) #5 REBAR CONT. 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM �� °•• S®`moo Q i TO 2010 FBC- R ¢ 1k P o ADD 2x4 VERTICAL SCAB IN I - - = - - - _ _ - - - - �j�lltlt111�` -j � .4 STD HOOK 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND - _ u - r... W EACH TRUSS IF NO WEB IS REFER TO PLAN FOR I INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY II I 1 #5 BAR IN PRECAST LINTEL ADDITIONAL WALL FRAMING I PRESENT O W/ (1) ROW OF 3/16"X4" TAPCONS 6', FROM ENDS AND II INFORMATION I a IF DBL.NAILER IS USED, 16 O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE OF ,, w USE 1/4" x 4-1/2" TAPCONS; BUCK (3) 0.131 x 3 1/4 NAILS TYPICAL (2) #5'S VERTICAL IN � l AT EACH TRUSS 49�- w GROUT FILLED CELL a V BLOCKING AS SPECIFIED I TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT 2x4 'X' BRACE ACROSS LENGTH Q II I z O O IN BEARING WALL SCHEDULE psi CONC. w/(1) #5 REBAR VERT. (1) #5 VERTICAL IN U NAILS OR EQUIVALENT, STRUCTURAL OF SHEARWALL _ __ VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY II GROUT FILLED CELL (IF lb M LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH REQ'D PER PLAN) w Q a „' Jlyl NAILER TO MASONRY (3) 0.131" x 3 1/4" TOE NAILS I I cn ^ - , �� N d NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ENTIRE COLUMN TO ADDED TO EXISTING 2x BUCKED OPENING, USE II I I BE GROUT FILLED 2x4 BLOCKING BETWEEN W o 3 ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. I SEE PLAN I- O z I CMU WALL AS REQ'D PER PLAN O TRUSSES TOENAILED TO G I ° (4) EQ. SPACED 1/2" TITEN HD a ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK 1 I OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16"X3" 12" O.C. 1 2 EACH SUCCESSIVE BUCK W U o @ DOUBLE TOP PLATE WITH I I ¢ d O 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR 0.131"x3 1/4" NAILS @ 4" O.C. Z U ti THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN Jr -TRUSS _ - W REQUIREMENTS (FASTENING) ARE MET (AS NOTED) O �• l H11 ��StiCs U DBL TOP PLATE Z `•/ Z0 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO NOTE: ALL HOOKS AND SPLICES TO BE O 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16 O.C. FASTEN WINDOW FRAMED WALL CONSTRUCTED AND SIZED PER NOTES O TO 2x PER WINDOW MANUFACTURER'S SPECS .411 D01 VERTICAL REINFORCING Ld 'Q m D03 BEARING/SHEAR WALL T CMU 1=T BASE 1=LATE (MDO 2x BUCK DETAIL W01 CONNECTION OF PERP. SCALE: 3/4"=1'-0'6+ DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0" SCALE: 3/4" =1'-0" U WALL CONNECTION DETAIL SHEARWALL TO TRUSS ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER z` a J LINTEL, TYP. PLAN FOR NAILING SPECS ROOF DECK - SEE a M PRECASTL N T. a ROOF SHINGLES: ROOF TILES: U_ 0 `�1,8t RECESS WHEN REQ'D NOTE. CUT BACK 2X8 P. @ SEE TYPICAL HEADER x BLOCKING BETWEEN TRUSSES VALLEY FRAMING 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES W Si- C SS Q TOP TO ALLOW CONT. 2X4 2 BOCK G O 1— 0 FRAMING DETAILS FOR DTL. CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS Z I-- d "roll BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6" O.C. MASONRY WALL 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) O 111 �s <Zq MIN. 2 TAPCON ANCHORS PER SEE PLAN � 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING. � (� 2X8 (2) LAYERS OF 3/4" CDX PLYWOOD r� rr U Q Z GLUED AND NAILED AT 6" O.C. , , ,� 26 GA. GALV. FLASHING: O (3) 16d COMMON ri � STAGGERED (TYP. ARCHED RAFTER) , o A a c 1. G-90 GALV. COATING J J NAILS (TYP.) r -ir LU � 2. MEETS ASTM A527 LINTEL NOTE: r� rig � r� �i�/� r A 3. REGULAR POLYESTER I- GC (n ZG ~ (SEE PLAN) HEADER PER PRE -ENG. COMMON TRUSSES MAY BE rr rir r ri'i i,�� p 4. 1.0/0.5 MIL w/ PRIMER , _N < �- LOCATION USED ILO. CURVED TRUSS i r L.1. 0 r , rr� � 5. MIN. THICKNESS 0.0187 IN. � 2X8 W/ `2) 16d 7/16" O.S.B. HEADER (SEE �� r r/rr ��� 6. CHROMATE TREATMENT W W Q ,94 END NAILS EA. EA. SIDE PLAN) SEE FRONT ELEVATION ,� i ,%r ,r U LU FOR WINDOW TYPE r �/ HURRICANE ANCHOR AT EACHZ J Z Z 2X BLK'G. TO 2x w/ 2) 16d ' r r i 0 2X4 SPF CONT. O.S.B. w/O 2 - TOE MAILS i TRUSS (REFER TO ROOF PLAN) W r BLOCKING ATTACH TO EACH END '� NOTE: ROOF SHEATHING MUST _ 8 EACH END 7/16 O.S.B. �� FOf - d r A O r 2X STUDS 7/16 OSB W/ (2) 8d NAILS EA. SIDE NOTE: USE SIMPSON H3, , r r BE APPLIED AND FASTENED TO O S U S @ 16 O.C. FOR KNEE WALL 2x4 SPF CONT. , U � BLOCKING ATTACH H4 OR H5 AT EACH END ��° �r BASE TRUSS PER PLANS BEFORE I it < ELEVATION VARI U 7/16" OSB EA. SIDE, W/ TO 7/16" OSB w/ (2) 2X BLK'G TO ' r , r' PRE ENGINEERED ROOF a LSTA18 @ 32" O.C. STUD TO PRE -ENG ` - ° 0 ES Q W 6d NAILS @(p� 16" O.C. TO 8d NAILS (2 OF TRUSS/RAFTER ,,r ,; , r DORMER FRAMING IS INSTALLED. O TOP OF MASONRY z W SIDE & TOP NAILER 'SEA W/ B�D (TYPICAL) �o, r TRUSS BELOW TRUSS, SLIT ROOF SHEATHING FORJ END VIEW 7/16 OSB EACH SIDE, C r� r STRAP ALUM. DRIP EDGE (/) ri, r , rr PRE -ENG. WD °. W 2X BUCKS, SEE w/ 6d NAILS(� 16 O.C. ,,� , 2X4 WD STUD CRIPPLE „ TO SIDE & TOP NAILER y r ,, r i, c CONT. ROOF SHEATHING NAIL PER TRUSS, 24 O.C. —2x CONT. SUBFASCIA U) MD04FOR MORE INFO. , r AT 16 O.C. O 2x BUCKS, CL END VIEW 2x4 PLATES OVER ROOF r PLAN - R 30 INSULATION - DECK - SEE DETAIL BELOW err VENTED ALUM. SOFFIT O DOUBLE TOP PLATE <E> PROVIDE 2x4 BLOCKING w/(2)16d NAILS FOR FASTENING SPECS EACH END TO TOP CHORDS OF 1/2" DRYWALL z TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER ¢ DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE O BELOW AND CONNECT w/ HTS20 32" TIE -BEAM w/ (1) #5 @ CONT. GROUT Z ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING &BOTTOM SOLID Q �� _ '-0.. W Z 11 SCALE: 1/2" =1'-0" SCALE. 3/4 1 PRECAST CONC. OR POWERS REFER TO ELEV. (n = WOOD FRAME & CMU PLATE CONN. DETAIL W 0 STEEL SILL TYP. @ALL FOR OVERHANG � p ' H r to WINDOWS WINDOW PER ¢ T IF A/C IS SUSPENDED FROM TOPFLOOR PLAN Z PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING = Z J O p� J CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. ATTACHMENTS SUPPLIED BY A/C 12 TEXTURED (n Q L .. (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S COMPANY SEE „ A - 1/2 G.W.B. OVER VAPOR CEMTITUOUS FINISH, W a � SPEC.'S .BARRIER W/ R4.1 INSUL. 1/2 MIN. THK. ON Q 0 PLAN STANDARD TRUSS 1 BETWEEN 3/4 P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES W0 00 0 TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" x FURRING @ 24" O.C. Z LID OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND 0 N OF THE NEAREST ROOF SHOWN FOR CLARITY .II w I- j m �� 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING p J CONC. SLAB - 8x8x16 CONC BLOCK W 0 LU 2X4 VERTICAL @24 O.C. SEE FOUNDATION . ' - O W '� %' 0 0 - ` 2x4 #2 SYP CROSS of O _ MAX. PROVIDE (4) 10d NAILS r- - - - - - - - - -, o PLAN FOR MORE TO BOTTOM CH & (3) 10d + + 2x4 #2 SYP RAT RUN I BRACING (AT 45) W/ INFO I F R I" Imo' NAILS TO TOP CHORD +% TOP AND BOTTOM MIN I (3) 12d NAILS TO RAT • MAIN LOO (2) BAYS PAST A/C I A/C UNIT AND PAN RUNS. TYP EACH SIDE ELEV 0'-0" a .LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" ` "�. (4) 16d COMMONS NAILED @EACH END LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE _ gUI�p/ STRUCTURAL ENG: CFG / BAD DISPOSAL BY A/C - - DRAFTING: LV. FLASHING + + TO EACH TRUSS. TYP I I SUPPLIER (� I=I I -i I GA + EACH SIDE I I SANT z —! ORD STRUCT EA I I CONNECTION TO BE W + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i- __ _- _- __ _ __ __ _� _ __ SUPPLIED BY A/C IIT -" o���� QC CHECK CC 2X4 BLOCKING W/ (2) 16d I I RTN1 COMMONS END NAILED TO * TO VERTICAL 2X4 s STANDARD TRUSS COMPANY W JOB No. TM - 2150494 BOTTOM CHORD = SCALE: AS INDICATED VERTICAL 2X4's SEE SHEET SD1 + FOR FTG DETAILS + (2) 2x4 #2 SYP BLOCKING W/ DATE: 05/18/2015 + + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH -° '� (CM01 CHIMNEY PRE-ENGINEERED TRUSS (TI301 A/C IN TRUSS END4so TYPICAL WALL SECTION SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" � =1'-0" SD2 FRAMING DETAIL CMU WALL SINGLE STORY SCALE: 3/4" f r ofthese documents without the expressed, writ on f COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or trans e o t ese docu e p ssed, t en consent o MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. SIMPSON HGA-10 2x4 BLOCKING (2) 12d NAILS, @ 48" O.C. SIMPSON HGA-10 TOENAILED @ EACH END.AT 24" O.C. PER PLAN W @ 48" O.C. OSB NOT REQUIRED TO OSB NOT REQUIRED BE CONT. @ THE7 z 1-- <[ TO BE CONT. @ THE TRANSITION FROM TOP 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN TRANSITION FROM PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS SHEATHING SPAN TO BE 2'-0" MAX.) END BRACE TO LEDGER BEAM TO GABLE 2x4 OUTLOOKERS @ EACH END DTC CLIP, (2) 8d NAILS TRUSS @ 24"o.c. MAX: NAIL W/(2)16d NAILS EA. END INTO BLOCKING, (4) 8d (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP J DBL. 2x4 TOP PLT. SHEATHING PER 2-0 MAX. BOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS @ EACH WEB PLATE H BEAM PER PLAN PLAN ATTACH PER SIMPSON H-10(TYP.) :._ Z w E:j NAILING SCHEDULE DTC CLIP, (2) 8d NAILS INTO o FASTEN SIDE WALL.. BLOCKING, O � DOUBLE TOP PLATE 2 1/4"x 2 3/4" °- w Z SHEATHING PER MASONRY WALL TAPCONS IN CMU. OR w —EXTERIOR SHEATHING. O PLAN, io OR LINTEL SEE W ATTACH PER PLAN FROM SIMPSON H -10A END NAIL FAA. OUTLOOKER .° SIMPSON META16 � w - W/(2)16d N ILS TO TRUSS to 2X FACIA, END NAIL PLAN TOP OF WALL TO BOTTOM p DIAGONALTO DBL. 2X8 W/(2)16d NAILS@EA. 2x8 #2 SPF STUDS AT 16" O.C. O Li BEAM SIMPSON H10A TOP PLT. DIAGONAL TO OUTLOOKER U _ STD CONDITION n CMU MASONRY WALL 2x8 #2 SYP PT. BASE PLATE W/ U TOP PLT. HOLD WALL DOWN 3 1/2 V OR LINTEL SEE 1/2"x8" ANCHOR BOLT OR TITEN Z V PRE -ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS PLAN . HD @ 32" O.C. & 6" FROM EACH W (TYP.) END IJ m SHEATHING PER PLAN Q BEAM CONNECTION FRAME WALL CONNECTION 9"MAx. ATTACH PER NAILING SCHEDULE VAULTED CONDITION @ CMU o TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THK. SIMPSON DTC, (2) 8d NAILS w INTO BLOCKING, (4) 8d NAILS o TO TOP PLATE o -- --- -- -- - 1/2" x 8" J -BOLT @ 32" O.C. AND N 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO 2 W 1/2" GYP. BOARD71 WASHER BLOCKING, (2) 1/4"x 2 3/4" N CEILING NAILER U TAPCONS IN CMU. OR 0 AS REQ'D. TRUSS TRUSS SIMPSON A23 @ EACH CMU WALL BELOW SIMPSON META16 ®l1r1i111111/�®���I BRACE TO PLATE ♦ of �/� �'i' u! MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, 24" O.C. ++••«®+,«"'J� � a ti 3 1/4' OLD z m 1/2" GYP. BOARD @ ,• +• ,' N ii; STUD. REFER TO WALL SPLICE w/(2) 12d END NAILS EACH END. PT 2X8 PLT., ¢ M ON PT. FURRING + t� ,. LO O @ TRUSS PER PLAN ®� to °• s CL' d' CANT. FOR CLG. w 1/2" J -BOLTS w/ DETAIL FOR FLASHING „ ®d►: w o NAILING �n U WASHERS (MIN. A35 DIAGONAL TO REQUIREMENTS (MSTA M -12's MAY - G1: :: O Z Z WALL SHEATHING PER PLAN J r SURFACE m 6" EMBED) MIN. 6" TRUSS BOT. CHORD ( BE USED AT ENDS WHERE HEIGHT IS LAY 2X4 BLOCKING OVER THE jr.- 0 .m U FROM LINTEL PER PLAN e TOP OF THE BOTTOM CHORD. r • AND 32 EACH MAX. LIMITED '�.. � p • �.`^ � Q PROVIDE 16d 2x WALL, SEE PLAN �• ATTACH w/ (2) 10d NAILS @ ®, «,® •• �� `,• >_ 2 p NAILS GABLE END EACH TRUSS ®j°�«yr, +«� ,`� <C p: TRUSS TO >..:: ya[ ��®� J 0 PLT. 12" O.C. 2X TOP PLATE TO GABLE ( � @ END W/ 16dNAILS @6 O.C.STD CONDITION @ FRAME WALL BEARING CONDITION CMU WALL ont111 s MAX. NOTE. PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS HGA10KT @ 32" O.C. FRAMING FOR FALSE CMU WALL OR BEAM, IF REQ'D MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD ISNOT A DIAPHRAGM - LINTEL BELOW w 2x4 STUDS @ 24" O.C. w/ ti rr ll SINGLE BASE &.TOP PLAT CONTRACTOR TO FIELD VERIFY WHICH � V TIE BEAM COURSE E VERIFY IF J(GE04 -GABLE END VAULTED*F`06�NON-BEARING WALL CLIP DETAIL o w/ (1) #5 CONT. w/ PLYWOOD SHEATHING - FALSE BEAM CONDITION IS REQUIRED. CONTACT EOR COVERING IS REQ'D SCALE: 3/4" = 1'-0'' SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D w Maf VAULTED CEILING Z Q 7i Ii�,, lylr� N co U ,i i,l,� �3J O CMU WALL CONNECTION CLEAR SPAN CONNECTION 2x4 ATTACHED TO EA. GABLE ry zz 2X4 BRACE WITH (2) 10d NAILS O Z o O 2 U Z � 1 A23 FROM STRONGBACK O TO DIAGONAL \ 2x6 COLLAR TIE HALF WAY UP U)d �tis� U 2X4 BLOCKS, 2 16d NAILS EA. HEIGHT OF VALLEY. FASTEN w/ (5) Z Z 'NOTE. REFER TO DETAIL GE02 THIS PAGE FOR GABLE O @ 10d COMMON NAILS @EACH END — �� END. BLOCK ADJACENT BAYS @ • • (TYP.) � O� ** EA. DIAGONAL AS SHOWN. • • > Q BRACING FASTEN ROOF SHEATHING TO ATTACH 2x6 RAFTER TO 2x8 0 BLOCKS W/ 8d NAILS @ 6 O.C. w I Q MID (4) BAYS ((1) BAY AFTER RIDGE BOARD WITH A35 ON o Wi LAT CEILING CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D) ONE SIDE OF RAFTER. SCALE: 3/4" 1'-0" FOR ADDITIONAL INFO AS REQ'D I 2X8 RIDGE CONDITION IS REQUIRED. CONTACT EOR 2X6 ATTACH A35 ON ADJACENT (GE01 GABLE END F BOARD = CONNECTION DETAIL „ RAFTER TO OPPOSITE SIDE - I _-- 10d COMMON NAILS @ 8 O.C. (AS SHOWN) 5 16d NAILSREFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) - V J BRACE TO 1-4 MAX �� SIZE OF O.H. PLATE THRU O.S.B SHEATHING G9� Q J z BLOCKINGCONT. 2X4 (THICKNESS PER PLAN) TO �F� � F ��$•r PRE-ENGINEERED TRUSS BELOW WITH �-1 O < LU 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 ��• z ^' 2X4'S2PLATE TO TOP CHORD OF EACH TRUSS JP p 4" O otS @ BELOW Q W Z 2x4 DIAGONAL BRACE @ 48 (� 0 F \ O.C. TO 3RD BAY REQ'D w/ 2x6's @ 24" O.C. MAX. O J STRONGBACK, SEE CHART w REFER TO PLANS FOR \ \ _ -j v EXACT SIZE OF O.H. \ FASTEN CONVENTIONAL 2x VALLEY RAFTER H Z Z 2x4 BLOCKS, (2) 16d NAILS @ EA. (5) 16d NAILS \ GABLE BRACING (+) FRAMING (OR PRE-ENGINEERED VALLEY �/ O < END. BLOCK ADJACENT BAYS @ EA. 1 -4 MAX. BRACE TO \ SEE CHART TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 - W 0 Ir is DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING OR LSTA12 CONNECTORS ((5) 8d NAILS) AT SHEATHING TO BLOCKS w/8d NAILS EACH RAFTER TO PLATE CONNECTION U W Wbig _ Z O@ 6 O.C. CONT. 2X4 PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d STRONGBACK IF U H NAILS. REQUIRED, SEE - Q W SIMPSON H10A DIAGONAL TO CHART N C F 01 FIELD FRAMED z = BLOCKING GABLE BRACING @ 48 O.C. NOT (5) 16d NAILS 2X4'S @ 24" O.C. REQUIRED 6' FROM EAVES. A A = SCALE: 3/4" = 1'-0" CD BRACE TO VALLEY DETAIL oa. _ BLOCKING 45*; GABLE END SHEATHIN r;7 GABLE END SHEATHING NOTE: CONTRACTOR TO NAIL 1st KING Z FASTEN PER PLAN. STUD INTO HEADER PER HEADER 0 N. # / SCHEDULE THEN ATTACHED Q PROVIDE 2x4 BRACE TO IN 0 0 ) FASTEN PE PLA EA. ACJ. DIAGONAL FASTEN SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED � p REQ D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE TO DIAGONAL w!(2) 16d Z NAILS. PROVIDE 2X BLOCKING FOR BOTTOM 1F HEADER IS NOT Q NAILING FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED w Z 12" O.C. EACH FACE OR _ 11 *WHEN STUD LENGTH IS I r @ 0 to GABLE BRACING 48" PRE ENG. TRUSSL I 3 -ROWS 12d NAILS STAGGERED �... r LESS THAN 12 USE r O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES 'NOTE: GABLES SPANNING LESS THAN 81 DO NOT REQUIRE BRACING*** GABLE B CHART H GABLE BRACING -UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H G 7'-0" (1) 2X4 BRACE 7'-011 < H :�= 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H X14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H 618'-8" STRONGBACK W1(2) 2X4 BRACE p O - QC CHECK. CC .:..'NOTE: FNjN PT BOTTOM PLATE w -----------.._._-. ALL GABLE BRACING IS TORE SYP#2 OR BETTER G pv�LD�� JOB No. TM - 2150494 5 = SCALE: AS INDICATED dJ ~ DATE: 05/18/2015 (GE03 GABLE END FLAT CEILING rGEO2 GABLE BRACING 41=09 WALL HEADER DETAIL I�'1tv1' W/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0" #- SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. LSTA30 STRAPS AT EACH I ` @ 12 O.C. FOR 2x10 OR Z� GREATER HEADER 0 - Z 1 - 2X4 BRACE IF� STUD WRAPPED OVER I U) Z 0 REQUIRED SEE= TOP PLATE &NAILED TO I I I_ J 0 a,-_.1 CHART. HEADER EACH SIDE w/ I U) Q 10d COMMON NAILS (11) 10d NAILS I DOUBLE 2x SYP #2 w/ 1/2" 0 - W w � 1 @ 6" O.C. I FLITCH PLATE HEADER (U.N.O.), ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR LU 0 00 nZ PER WF08/SD4 CONNECTION INFORMATION g N � GABLE VERTICAL I � I FILLING AND BLOCKING AS cn DOUBLE 2x CRIPPLE w I REQUIRED FASTENED TO ❑ 1- J Z (,) (� (.)LLJ STUD TYPICAL I I HEADER w/ (2) ROWS OF 12d U fW ..I W 2ND 2X4 BRACE IF (U.N.O.) 16" O.C. UNLESS NOTED - @ w -� 0 0 �- REQUIRED, SEE I � OTHERWISE O Q 0 _ 1 x �C....� CHART I I ry F- H 2x STUDS TYP. U 4. 1/2 THREADED ROD EACH SIDE OF � /� A -A GABLE VERTICAL BRACING I HEADER (CENTERED Win TOP PLATE CO STRUCTURAL ENG: CFG / BAD OR 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING: EMBEDMENT INTO FOUNDATION ONLY F= @ BRG WALL LOCATIONS W/ UPLIFT W -STRUCT: EA O00 -- ----- _. _ p O - QC CHECK. CC .:..'NOTE: FNjN PT BOTTOM PLATE w -----------.._._-. ALL GABLE BRACING IS TORE SYP#2 OR BETTER G pv�LD�� JOB No. TM - 2150494 5 = SCALE: AS INDICATED dJ ~ DATE: 05/18/2015 (GE03 GABLE END FLAT CEILING rGEO2 GABLE BRACING 41=09 WALL HEADER DETAIL I�'1tv1' W/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0" #- SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. EXTERIOR WALL OR TRUSS 2x DBL TOP " 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4 MIN. SHEATHING U 0 Q NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3 O.C. 3/8 SHEATHING PER X 4Y2' SIMPSON SDS SCREWS @ 16" O.C. MAX. 2 PLATE BEYOND PLAN __ ...:_ ....... ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3%"0% 0 F P O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. n ^^ CONNECTION PER PLAN SIMPSON SDS SCREWS @ 16" O.C. MAX. _ _ _ _ = -- — — — — — — — — 0. _ NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS oI 'A' = NAIL IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 TT -I ITT IT- -T� _ v, SPACING -,- LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. I I 6 I I I I II II I I Q NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS II II I I O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2" @ 3" O.C. o — a 2X12 BOX HDR w/ 2x8's TOP & BOT., III WALL FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 III I I I I II II © PLYWOOD SPLICES@ HEADER -NAIL SHEATHING TO HEADER W/ 8d SHEATHING TO 2X12 AT WALL TO BE FASTENED TO III III I ( I I II I SPLICE, SEE COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM A 1/2" 12 2x4 SYP #2 OR PRE-ENGINEERED „ PRECAST LINTEL w/ (2)ROWS STAGGERED ROOF TRUSSES 24" O.C. MAX. III OPENING III I( II I II SPLICE DETAIL. w w �7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. :7 SEE PLAN DESIGNED FOR SHINGLE ONLY III III II 4 II II MAX 1/8" SPACE ='U) MEMBER IF GABLE END LINTEL SEE BETWEEN U) } DOUBLE NAIL EDGE SPACING P LAN EXTERIOR SHEATHING STUD TRANSOM SLOPE AS REQ'D SHEATHING SPLICE, WINDOWS SEE i BETWEEN EXTERIOR PLAN SHEATHING &BLOCKING GYPSUM 2X6 P.T. SYP. #2 CONT. w/ (2) WALLBOARD 1/4" X 4" TAPCONS @ 16" O.C. JOINT, MAX. LINTEL SEE SPACED EVENLY VERTICALLY ,, 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ FLOOR SYSTEM U `''_ X 1/$.GAP PLAN • (2) 1/4" X 41/2' SIMPSON SDS SCREWS @ 16" O.C. MAX. — — — — — — — — — — — -- - u- NAILING PER 4'-0" MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 31/2' SCHEDULE PKT SGD - SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2x BOTTOM PLATE 2X8 P.T. SYP. #2 TOP & 2X4 BLOCKING ATTACH PER MANUF. SPEC'S IF ATTACHING TO MASONRY USE 2 4 PT SYP #2 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ j ROOF SHEATHING ATTACHED PER III 3 III I II II II PANELS �, U) - W NAILING SCHEDULE III III TYP. AROUND III II II II II III II II II 2x STUDS BEYOND, n 0 w p 0 OPENING ` SEE PLAN F- SIMPSON H3 CLIP (4) 10d NAILS FOR CONV. III III III II II II II I I( I I I I I I I' MORE INFO I— C) w= u. U) 0 71— 71— FRAMED MEMBERS ONLY III II I II II II II 11 �Z I I I II I � Q X o III II I II II II II o = 0 �- 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS I I I II I h1,� SIL II L i J -� cn U) m PRE-ENGINEERED ROOF -ll- —IL 0 u- cv TRUSSES 24"OC MAX ----- ----------- O U— LAN EXTERIOR SHEATHING STUD TRANSOM SLOPE AS REQ'D SHEATHING SPLICE, WINDOWS SEE i BETWEEN EXTERIOR PLAN SHEATHING &BLOCKING GYPSUM 2X6 P.T. SYP. #2 CONT. w/ (2) WALLBOARD 1/4" X 4" TAPCONS @ 16" O.C. JOINT, MAX. LINTEL SEE SPACED EVENLY VERTICALLY ,, 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ FLOOR SYSTEM U `''_ X 1/$.GAP PLAN • (2) 1/4" X 41/2' SIMPSON SDS SCREWS @ 16" O.C. MAX. — — — — — — — — — — — -- - u- NAILING PER 4'-0" MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 31/2' SCHEDULE PKT SGD - SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2x BOTTOM PLATE 2X8 P.T. SYP. #2 TOP & 2X4 BLOCKING ATTACH PER MANUF. SPEC'S IF ATTACHING TO MASONRY USE 2 4 PT SYP #2 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ j ) x 3" O.C. TO 2x6 VERTICALS N LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS w EACH END 1=- 601 SHED ROOF DETAIL AF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL (PS01 HEADER SECTION POCKET ° SCALE: 3/4" =1'-0., SCALE•.3/4" =1'-0" SCALE: 3/4" V-0" SGD w/ TRANSOM PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. ®e,.e...e.•, ,�, %, U4 NOTES: > t� tL, %0 LA W V ®�. N 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + A' C� m w o 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + V �U ( 0 O Z Z tro J cV NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) �', Q • C� U „ 4 0t PLATE LENGTHS MUST BE AT 4) TOLERANCES. ALL DIMENSION TO BE HELD WITHIN +/ 1/4 ®, • �' . EDGE DISTANCE •® Q LEAST 8 -0 LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's 2x4 #2 SYP BLOCKING ®, • Q TO BLOCK OUT TOP PLATE PER ETAIL SEE TRUSS PLAN 24" O.C. w/ 3 12d ® ••® ••` ♦® FOR MORE INFO @ O ♦ Q NAILS EA. END ®♦ 2 ROWS 10d @ 3" O.C. ATTACH W/ (2) 10d NAILS O.C. @ ♦< � 2" EDGE 3" EDGE 5" EDGE (SOLID BLOCK w/ 2x6) ALONG w/ � � O CONNECTORS _ , ®�®,/111111! ,� �; _� � 0 10d x 3" I- S 2x4 STUDS PER DOUBLE 2X4 TOP PLATE w + + + + + DOUBLE 10d @ 3 O.C. FRAMING PLAN 10d x 3"+ + + + 60 x TOP SPLICE COMMON G) 2x8 #2 SPF VERTICAL @ w +• o 0 0 C7 w Z 4„ Z Z z _ U 4 24" O.C. w/ EXTERIOR a- V �8 w 3 w w cj ,P ¢ ¢ 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d O M� - „ a H (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING O 4 1/2 o _ TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS U • w �'o 10d x 3 'v � � Z O I`l6 M 2x4 BEYOND AGAINST COMMON w @EACH VERTICAL QTa Jfyl 2x8 STUDS „ Od x 3 O c� TRANSOM BETWEEN LINTELS TOP SPLICE COMMON z z ^ z SEE PLAN FOR W _ O Illi r' z° -- _ - - -- -- --- noo ems U U ATTACH 2X STUDS 10 1 OP - \ A i i AUN GA i UUa i U i Ur � - a Q - LINTEL INFO d U O PLATE W/ (4) 16d NAILS ((2) ON / PLATE W/ (4) 16d NAILS ((2) ON U I I cin ) I c°i� I I z_ 10d x 3" SLOPE AS REQ'D Q o OPP. SIDE� EA. SIDE TYP. AT ALL EA. SIDE TYP. AT ALL DOUBLE PLATE a d „ „ „ Z •' ) ' • � �r 2x6 #2 SYP P.T.PTCONT, w/ 2 � EXTERIOR CONDITIONS EXTERIOR CONDITIONS W - - O U 2x8 STUDS PER - 10d x 3" � d 1/4 X 3 1/2 TAPCONS @ 12 O FRAMING PLAN COMMON VOERTICALLY EVENLY ��tiS1 U BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD • OZ Z �� OVER STUD TOP PLATE TRANSITION DETAIL 2x6 ATTACHMENT BY O 0 (2) 2X4's (2) 2X6's (2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d O (2) 2X COLUMN INSIDE PLY NAILS NAILED AT 8 O/C NAILS @ 4" O.C. TO 2x4 MEMBERS STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. o- Q 4_FO TYP. BRG WALL TOP PLATE SPLICE OUTSIDE 2x s (WFO 2x BUILT—UP STUD - SCALE: 3/4"=V -o" (3) or (4) Zx COLUMN SECTION AT POCKET COLUMN DETAIL SCALE: 3/4" =1'-0" SLIDER V-0" SCALE: 3/4" =U I - SEE ROOF SHEATHING, Z STRUCTURAL SHEATHING (2) 2x TOP PLATE x x Q 0 NAIL PER PLAN F g ATTACHED PER NAILING PLAN x x SCHEDULE DOUBLE TOP PLATE u- W sjr (2) 2x BUILT-UP COL. O ,,i 2X4 #2 SPF O �tS Ogg � SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d !. SP2 @ EACH STUD 2x4 #2 SYP CONT. w/ (2) 16d NAILS @ EACH END BLOCKING @Q L1 gI COMMON NAILS EACH STUD OR a 24" O.C.w/ (2) U $ TRUSS MEMBER, TYP. (MAX.24" w SIMPSON LSTA30 w/ 16d END NAILS °� E"- PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER J O.C.). IF MASONRY, USE (2) 1/4" ROOF TRUSS -SEE U) CONDITIONS STRAP EACH END w Z) TAPCONS w/ MIN. 2., EXTERIOR SHEATHING _ U) v FRAMING PLAN FOR AROUND TALLER STUD) I - EMBEDMENT @ 24" O.C. NAIL PER PLAN _ Z SPACING PRE-ENGINEERED ROOF TRUSS - I- N TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR I,J�, i� CONNECTION MORE BRG. WALL INFO X x U W I f - W lay XX z� z Z� WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN 2 2x TOP PLATE „ O SEE PLAN O I I a. a 2X8 #2 SPF VERTICAL @ 24 O.C. D h FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/ W MIN (2) 2x UNDER GIRDER 4 12d NAILS EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING O i -- TRUSS U.N.O. O @ ATTACHED PER NAILING U FOR MORE �.J LD02 LEDGER AT LOW ROOF INFOR SCHEDULE END (4) 12d NAILS. Q W SIMPSON LSTA24 @ TOP & BOTTOM z W SCALE: 3/4" = 1'-0" EACH STUD 2X BRG WALL, SEE PLAN 44 2x8 w/ (2) 10d NAILS FOR STUD SIZE & SPACING. LINTEL SEE @ EACH VERTICAL O MIN (2) 2X UNDER GIRDERPLAN ATTACH 2x TO BUILT-UP TRUSS U.N.O. SEE PLAN FOR �. PKT SGD — PT POST (AS NOTED) CONNECTION w/ (2) ROWS OF 1Od NAILS ATTACHEDMENT Z CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER INDICATED ON BEAM SCHEDULE. IF BUCKET O IS INSTALLED THE SHORT SPAN STRAP IS � O F1 SECTION AT DOUBLE BEARING "F1WALL STEP @ BEARING (PS03 SECTION AT POCKET NOT REQUIRED. _ Z EXTERIOR BEAM AS NOTED SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE. 3/4 -1-0 Q FRAME WALL SLIDER -w Z HTS20 CLIP FROM POST TO BEAM _ I LAP BEAM PLYS AND NAIL AS SHOWN z I` r (5) 0.131 x 3 1/4" NAILS PER PLY Z E" cn Z — 0 HTS20 CLIP FROM POST TO BEAM ? o„0 0 Vic V (n ^ R F EXTERIOR BEAM AS NOTED <,yAr ROOF SHEATHING, R�'Or ROOF SHEATHING, O � Q W ' RISS FASTEN PER PLAN RISS FASTEN PER PLAN h Y PLAN VIEW @ TOP OF POST o X W O 2x4 FRAM ING@ 24” O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE w 0 00 + + OF ROOF SHEATHING z � 0 PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + O CV I2 LEDGER LEDGER + + IY . �— PROVIDE (4)10d x 3„ PROVIDE (4)10d x 3., + + O ~ 0 J Z NAILS AT JOINT NAILS AT JOINT U) W W - ABU POST 10d NAILS 4" O.C. 10d NAILS 4" O.C. w �.. 0 BASE (AS NOTED) @ 2X6 FACIA @ �.' . 2X6 FACIA O Z a .. F- 5/8" 1— PER-ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FORT ,0 5/8" THREADED ROD w/ PER PLAN PER PLAN MORE INFO AND TICAL @ j 11 NUT SET IN ADHESIVE SP4 TO EACH OVERHANG 2480 C w/ EX#2 SPF TERIOR . o. CONNECTION SHEATHING ATTACHED F - TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE (NAILS PER NAILING SCHEDULE STRUCTURAL ENGCFG BAD ' / PER PLAN TO LEDGER PER PLAN TO LEDGER 4 — -- - -- _-- - �, & (4) 12d NAILS EACH Q DRAFTING: I ° SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ 2 TRUSS MEMBER I- \ / PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS 2x FRAME WALL PER PLAN „ (� z-STRUCT: EA @ 16d NAILS @ 16 O.C. LINTEL SEE PLAN w — -- - - \ INFO 12" O.C. 9 QC CHECK. CC PKT SGD ATTACHMENT 2x8 w/ 2 10d NAILS tic w JOB No. TM - 2150494 CONDITION CMU WALL CONDITION @ FRAME WALL BY BUILDER c) @/- EACH VERTICAL S �)RO = SCALE: AS INDICATED o -- fi°�,� ~ SIDE VIEW BASE OF POST DATE: 05/18/2015 ' D01 CORNER COLUMN FRAMING 4F11 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SD4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ) 11 �Z 710 5 W iC) ) ) x 3" O.C. TO 2x6 VERTICALS N LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS w EACH END 1=- 601 SHED ROOF DETAIL AF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL (PS01 HEADER SECTION POCKET ° SCALE: 3/4" =1'-0., SCALE•.3/4" =1'-0" SCALE: 3/4" V-0" SGD w/ TRANSOM PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. ®e,.e...e.•, ,�, %, U4 NOTES: > t� tL, %0 LA W V ®�. N 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + A' C� m w o 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + V �U ( 0 O Z Z tro J cV NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) �', Q • C� U „ 4 0t PLATE LENGTHS MUST BE AT 4) TOLERANCES. ALL DIMENSION TO BE HELD WITHIN +/ 1/4 ®, • �' . EDGE DISTANCE •® Q LEAST 8 -0 LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's 2x4 #2 SYP BLOCKING ®, • Q TO BLOCK OUT TOP PLATE PER ETAIL SEE TRUSS PLAN 24" O.C. w/ 3 12d ® ••® ••` ♦® FOR MORE INFO @ O ♦ Q NAILS EA. END ®♦ 2 ROWS 10d @ 3" O.C. ATTACH W/ (2) 10d NAILS O.C. @ ♦< � 2" EDGE 3" EDGE 5" EDGE (SOLID BLOCK w/ 2x6) ALONG w/ � � O CONNECTORS _ , ®�®,/111111! ,� �; _� � 0 10d x 3" I- S 2x4 STUDS PER DOUBLE 2X4 TOP PLATE w + + + + + DOUBLE 10d @ 3 O.C. FRAMING PLAN 10d x 3"+ + + + 60 x TOP SPLICE COMMON G) 2x8 #2 SPF VERTICAL @ w +• o 0 0 C7 w Z 4„ Z Z z _ U 4 24" O.C. w/ EXTERIOR a- V �8 w 3 w w cj ,P ¢ ¢ 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d O M� - „ a H (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING O 4 1/2 o _ TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS U • w �'o 10d x 3 'v � � Z O I`l6 M 2x4 BEYOND AGAINST COMMON w @EACH VERTICAL QTa Jfyl 2x8 STUDS „ Od x 3 O c� TRANSOM BETWEEN LINTELS TOP SPLICE COMMON z z ^ z SEE PLAN FOR W _ O Illi r' z° -- _ - - -- -- --- noo ems U U ATTACH 2X STUDS 10 1 OP - \ A i i AUN GA i UUa i U i Ur � - a Q - LINTEL INFO d U O PLATE W/ (4) 16d NAILS ((2) ON / PLATE W/ (4) 16d NAILS ((2) ON U I I cin ) I c°i� I I z_ 10d x 3" SLOPE AS REQ'D Q o OPP. SIDE� EA. SIDE TYP. AT ALL EA. SIDE TYP. AT ALL DOUBLE PLATE a d „ „ „ Z •' ) ' • � �r 2x6 #2 SYP P.T.PTCONT, w/ 2 � EXTERIOR CONDITIONS EXTERIOR CONDITIONS W - - O U 2x8 STUDS PER - 10d x 3" � d 1/4 X 3 1/2 TAPCONS @ 12 O FRAMING PLAN COMMON VOERTICALLY EVENLY ��tiS1 U BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD • OZ Z �� OVER STUD TOP PLATE TRANSITION DETAIL 2x6 ATTACHMENT BY O 0 (2) 2X4's (2) 2X6's (2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d O (2) 2X COLUMN INSIDE PLY NAILS NAILED AT 8 O/C NAILS @ 4" O.C. TO 2x4 MEMBERS STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. o- Q 4_FO TYP. BRG WALL TOP PLATE SPLICE OUTSIDE 2x s (WFO 2x BUILT—UP STUD - SCALE: 3/4"=V -o" (3) or (4) Zx COLUMN SECTION AT POCKET COLUMN DETAIL SCALE: 3/4" =1'-0" SLIDER V-0" SCALE: 3/4" =U I - SEE ROOF SHEATHING, Z STRUCTURAL SHEATHING (2) 2x TOP PLATE x x Q 0 NAIL PER PLAN F g ATTACHED PER NAILING PLAN x x SCHEDULE DOUBLE TOP PLATE u- W sjr (2) 2x BUILT-UP COL. O ,,i 2X4 #2 SPF O �tS Ogg � SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d !. SP2 @ EACH STUD 2x4 #2 SYP CONT. w/ (2) 16d NAILS @ EACH END BLOCKING @Q L1 gI COMMON NAILS EACH STUD OR a 24" O.C.w/ (2) U $ TRUSS MEMBER, TYP. (MAX.24" w SIMPSON LSTA30 w/ 16d END NAILS °� E"- PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER J O.C.). IF MASONRY, USE (2) 1/4" ROOF TRUSS -SEE U) CONDITIONS STRAP EACH END w Z) TAPCONS w/ MIN. 2., EXTERIOR SHEATHING _ U) v FRAMING PLAN FOR AROUND TALLER STUD) I - EMBEDMENT @ 24" O.C. NAIL PER PLAN _ Z SPACING PRE-ENGINEERED ROOF TRUSS - I- N TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR I,J�, i� CONNECTION MORE BRG. WALL INFO X x U W I f - W lay XX z� z Z� WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN 2 2x TOP PLATE „ O SEE PLAN O I I a. a 2X8 #2 SPF VERTICAL @ 24 O.C. D h FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/ W MIN (2) 2x UNDER GIRDER 4 12d NAILS EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING O i -- TRUSS U.N.O. O @ ATTACHED PER NAILING U FOR MORE �.J LD02 LEDGER AT LOW ROOF INFOR SCHEDULE END (4) 12d NAILS. Q W SIMPSON LSTA24 @ TOP & BOTTOM z W SCALE: 3/4" = 1'-0" EACH STUD 2X BRG WALL, SEE PLAN 44 2x8 w/ (2) 10d NAILS FOR STUD SIZE & SPACING. LINTEL SEE @ EACH VERTICAL O MIN (2) 2X UNDER GIRDERPLAN ATTACH 2x TO BUILT-UP TRUSS U.N.O. SEE PLAN FOR �. PKT SGD — PT POST (AS NOTED) CONNECTION w/ (2) ROWS OF 1Od NAILS ATTACHEDMENT Z CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER INDICATED ON BEAM SCHEDULE. IF BUCKET O IS INSTALLED THE SHORT SPAN STRAP IS � O F1 SECTION AT DOUBLE BEARING "F1WALL STEP @ BEARING (PS03 SECTION AT POCKET NOT REQUIRED. _ Z EXTERIOR BEAM AS NOTED SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE. 3/4 -1-0 Q FRAME WALL SLIDER -w Z HTS20 CLIP FROM POST TO BEAM _ I LAP BEAM PLYS AND NAIL AS SHOWN z I` r (5) 0.131 x 3 1/4" NAILS PER PLY Z E" cn Z — 0 HTS20 CLIP FROM POST TO BEAM ? o„0 0 Vic V (n ^ R F EXTERIOR BEAM AS NOTED <,yAr ROOF SHEATHING, R�'Or ROOF SHEATHING, O � Q W ' RISS FASTEN PER PLAN RISS FASTEN PER PLAN h Y PLAN VIEW @ TOP OF POST o X W O 2x4 FRAM ING@ 24” O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE w 0 00 + + OF ROOF SHEATHING z � 0 PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + O CV I2 LEDGER LEDGER + + IY . �— PROVIDE (4)10d x 3„ PROVIDE (4)10d x 3., + + O ~ 0 J Z NAILS AT JOINT NAILS AT JOINT U) W W - ABU POST 10d NAILS 4" O.C. 10d NAILS 4" O.C. w �.. 0 BASE (AS NOTED) @ 2X6 FACIA @ �.' . 2X6 FACIA O Z a .. F- 5/8" 1— PER-ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FORT ,0 5/8" THREADED ROD w/ PER PLAN PER PLAN MORE INFO AND TICAL @ j 11 NUT SET IN ADHESIVE SP4 TO EACH OVERHANG 2480 C w/ EX#2 SPF TERIOR . o. CONNECTION SHEATHING ATTACHED F - TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE (NAILS PER NAILING SCHEDULE STRUCTURAL ENGCFG BAD ' / PER PLAN TO LEDGER PER PLAN TO LEDGER 4 — -- - -- _-- - �, & (4) 12d NAILS EACH Q DRAFTING: I ° SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ 2 TRUSS MEMBER I- \ / PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS 2x FRAME WALL PER PLAN „ (� z-STRUCT: EA @ 16d NAILS @ 16 O.C. LINTEL SEE PLAN w — -- - - \ INFO 12" O.C. 9 QC CHECK. CC PKT SGD ATTACHMENT 2x8 w/ 2 10d NAILS tic w JOB No. TM - 2150494 CONDITION CMU WALL CONDITION @ FRAME WALL BY BUILDER c) @/- EACH VERTICAL S �)RO = SCALE: AS INDICATED o -- fi°�,� ~ SIDE VIEW BASE OF POST DATE: 05/18/2015 ' D01 CORNER COLUMN FRAMING 4F11 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SD4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 3/4" SHEATHING 2x4 STUDS @ 16" O.C. F SHEATHING PER PLAN 2x STUDS @ 16 O.C. SEE PLAN SIMPSON LSTA30 STRAP<� SOLID SHEATHING TYP. (U.N.O.) `sh'F 2x4 #2 SYP BLOCKING ATTACH PER NAILING EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN (MAX 10° ANGLE) W/ (22) 10d @ HEADER FT ' SCHEDULE WALL PRE-ENGINEERED ROOF NAILS. BEND STRAP OVER SIMPSON SP4 w/ (6) 1 O W @ 48" O.C. W/ (2) 12d 3/4" SHEATHING TYP. ATTACH PER NAILING TOENAILS EACH END 2x4 BOTTOM PLATE SCHEDULE TRUSS - SEE FRAMING PLAN TOP PLATE MIN. 3", THEN X 1 1/2 @ 24 O.C. I - 2x STUDS @ 16 O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ FOR LOCATION & SPACING RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE Q SYSTEM 42 FLOOR (2) 12d AT 12 O.C. DECKING PER • STUDS/ HEADER U.N.O. ON PLAN 0 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. FLOOR NAILING ATTACH SHEATHING TO « 2x4 #2 SYP ANGLE AT 12 O.C.MAX. SCHEDULE RIBBON BOARD WITH (2) EXTERIOR SHEATHING FROM " (2) 2X HEADER - SEE 2ND AGAINST TRUSS ROWS 8d NAILS @ 3" O.C. « TOP OF WALL TO BOT. RIBBON, • FLOOR PLAN FOR MIN. - -:- ---.-- ---- _____-. VERTICAL @ 48" O.C. QL PRE -ENG FLOOR TRUSS OR (4) 16d NAILS RIBBONTRUSS STRAP - SEE • STAGGER ROWS 1.5" « NAIL PER PLAN « � _ HEADER SIZE & REQ'D W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, ===== TO EACH TRUSS SIMPSON FRAMING PLAN FOR « JAMB STUDS � END STUDS @ 16" O.C. W/ (2) 16d (2) 8d NAILS @ 3" o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS " « (2) 2X SILL AT WINDOW w/ 2x • NAILS @EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) #1 CRIPPLE STUDS AT EACH END Z _, SYS. 42 FLOOR CONNECTOR SCHEDULE FOR ____ EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN « « NAILED TO STUD PACK w/ 10d NAILS IF HEADER IS UPSET wo O.C. THEN STUDS @ 16" O.C. @ 8" TRUSSES @ 24" CONNECTION =-- « « �� AND WINDOW IS LOWER: SEE CONNECTOR SEE PLAN FOR SIZE • v� O.C. (MAX) O.S.B. TO OVERLAP SILL SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP ATTACH SILL w/ (2) 10d TOENAILS (1) 2x SILL PLATE w/ (2) Uj Z ATTACH RIBBON TO AT EACH END OF SILL (MAX OPEN'G 1 O TOENAILS. :. PLATE 1 1/4" (MIN.) GYP. CLG. BD. CONNECTION STUDS PLATE ' 1/2' GYP. CLG BD OR EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS w tt\ NAILS @ 3" O.C. WALL 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN (2) 5/8" TYPE „X" WHEN 1/2" GYP. WALL BD. OVER O W IN GARAGE SHEATHING TO BOTTOM OR BLOCKING (PT IF MASONRY WALL «• 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ U PLATE RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL7- • « DECKING PER FLOOR r (2) 10d TOENAILS. (D 2X4 PT SILL PLT. IF KNEEWALL P.T. FURRING STRIPS ON ON MASONRY SEE PLAN SIMPSON MSTAM36 STRAP W/ «. NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 1 O NAILS & Z V 8" CMU WALL 8"CMU ) (10) 1Od TO STUDS & (8) 1/4 X «• OPENING LARGER THAN . • (4) 1/4" X 2 1/4" TITENS IF FLOOR « 4FT (2) 2x SILL PLATE w/ _j NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4 TITEN SCREWS TO «• FLOOR TRUSS SEE W � • TRUSSES ARE 20" TO 26" DEEP, •" A35 CLIPS EACH SIDE w/ � LINTEL COURSE. «« FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON • • 2x CRIPPLES C 16" O.C. m S1 2 -STORY CONNECTION4s, 2 -STORY CONNECTION S1 2 STORY WALL CONNECTION USESIMPSONMSTCM60 »� CONNECTION INFO.. « MSTCM60 STRAP w/(20) 16d SINKERS & " w/ (2) 10d TOENAILS T&B p „ _ SCALE: 3/4"=,'-0" STRAP W/ (20) 16d SINKERS & .« (14) 1/4" X 2 1/4" TITENS INSTEAD OF • (PLYWOOD SHEATHING PARALLEL WALL SGALE:3/4 , 0 PERP. WALL SCALE: 3/4"-,'-0 a@ CANTILEVER (14)1/4 X2-1/4 TAPCONS FOR TRUSSES 20" TO 26" DEEP '" MSTA36 STRAP (IF TITENS ARE NOT IN •" REQ'D T&B) O LINTEL COURSE OR INTO FILLED CELL • J SEPARATE SHEATHING {L o (IF TITENS ARE NOT IN LINTEL «« SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. " COURSE OR INTO FILLED CELL "" r UNDER WINDOW FOR MORE INFO c USE 1/4" X 1 3/4" TITENS) U.N.O. «« . « 2nd FLOOR WALL; SEE PLAN ��� • • «. SEE DETAIL WS11/SD5 N Lu NOTE: �" r FOR MORE INFO = W CONTRACTOR TO PROVIDE PROVIDE BLOCKING STRAPS CALLED OUT WITHIN THIS DETAIL ARE ADEQUATE WATERPROOFING. FOR MORE INFO. IF BELOW JAMBS IF FLOOR «« � LL SHEATHING IS NOT «" �� ONLY REQUIRED WHEN INDICATED AS SUCH ON � �.. .� LL NO CONCRTE SLAB PERMITTED TRUSS IS NOT PRESENT "� �� THE STRUCTURAL PLANS OR WHEN THE 1111111i/111� CONTINUOUS TO BOTTOM OF �� • • FLOOR TRUSS, CONTRACTOR «" STRUCTURAL SHEATHING IS NOT CONTINUOUS «« MASONRY WALL SEE FROM TOP OF WALL TO BOTTOM OF FLOOR • e 1�, �,� u i d TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO ` ••••q% s� o STRAPS FROM EA. STUD TO SYSTEM AND WHEN 3 OR MORE WINDOWS ARE « « �® .••• '••. ��� a IN A ROW ONLY JAMB STUDS BETWEEN ® Gv `9.� - N ( 2X TOP & B RIBBONS, h TRUSS WINDOWS) CENTER WINDOWS MUST HAVE CONT. .T I` 0 Q.•;�-- W o SEE ARCH DWGS FOR LSTA30 STRAPS TOP AND BOTTOM AND EACH CU Q_,;� N Z Z SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE PROVIDE BLOCKING 6.011 = U TOPPING INFO LOAD PLAN FOR MORE INFO ® ®�.'�C' g HANDRAIL BY OTHERS BELOW JAMBS �°'► 'Z C4 g °•e4��" o LU I , SO GIRDER / COL. CONNECTION SO HEADER CONNECTION ��, so., Q CL 3/4" PLYWOOD FLOOR s *`� M J O I DECKING ATTACHED PER 2nd FLOOR kW SCALE. 3/4 - 1-0 2nd FLOOR SCALE. 3/4 - 1-0 _ ®,�, 1111 !off — j NAILING SCHEDULE OPE SLOPED BALCONY FLOOR SLOPE ROOFSHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: TRUSS 12" TALL 60/15/5 MIN, w 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES ( ) ( PRE-ENGINEERED ROOF ,c � LOADING) W/ LUS26 OR LUS46 � l 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS TRUSS - SEE FRAMING PLAN �<< S _ SIMPSON LSTA30 w/ 22 IL `•/ TO LEDGER y ( ) 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE I) FOR LOCATION &SPACING FFT 10d NAILS (MAY BE O O 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX SEE PLAN • ° DOUBLE 2X TOP ANGLED UP TO 10°) U ' 5. MIN. THICKNESS 0.0187 IN. SHEATHING PLATE SOLID SHEATHING Z 6. CHROMATE TREATMENT e o e ` NEXTERIOR SHEATHING @ HEADER yIDI PRE-ENGINEERED ROOF SEE WS11/SD5 FOR SIM. END o < o FROM TOP OF WALL TO M J o TRUSSES @ 24" O.C. f',.. CONDITION o BOTTOM RIBBON SIMPSON SP4 w/ (6) w o TRUSS STRAP - SEE ° ° ATACHED PER NAILING 10d x 1 1/2" @ 24" O.C. U Z p LINTEL PER PLAN R-30 INSULATION — FRAMING PLAN FOR o SCHEDULE EACH SIDE = o CONNECTIONS ° ° OF WINDOW LOCATION m TRUSS STRAP SEE ROOF f ..�? 2x12 #2 SYP CONT, LEDGER W/ 0 2 2x SPF TOP PLATE w Z 4 `~ PLAN (3) 1/4"x4-1/2" SDS SCREWS ° o ``�~ O O ��- ll Stiff EQUALLY SPACED ° cn V Q p�ti U VERTICALLY @ 24" O.C. AND @ a o (2) 8d NAILS @-3" O.C. TO Z JAMB STUDS & FLOOR EA. END VERTICAL (MIN. 2" (2) 2X HEADER - SEE 2ND U) O� BEARING TRUSS BELOW — FLOOR PLAN FOR MIN. > z SEE PLAN FROM T&B) HEADER SIZE & REQ'D O .... SEE WS10/SD5 FOR ADDITIONAL INFO STRUCTURAL COLUMN JAMB STUDS d Q 1/2" CEILING GYP. BD. SEE PLAN FOR SIZE 2X BOTTOM PLATE Ld ALUM. DRIP EDGE AND REQ'D # OF DECKING PER DECKING PER DBL. TOP PLATE STUDS I - 2x CONT. SUBFASCIA FLOOR NAILING ti, FLOOR NAILING U HDR. PER PLAN ° SCHEDULE SCHEDULE VENTED ALUM. SOFFIT ° F_ a FLOOR TRUSS SEEFLOOR TRUSS SEE cn SEE WS06/SD5 FOR WINDOW WINDOW AS SCHEDULED (BF01 SECTION AT BALCONY I �/ o FRAMING PLAN FOR SILL / FRAME DOWN INFO FRAMING PLAN FOR O 0 Z CONNECTION INFO CONNECTION INFO < J 0 „ SCALE: 3/4" _ ,'-0" � '� W MIN 2x4 STUDS @ 16 O.C. O SEE PLAN FOR MORE INFOZ 0 -' - �j TEXTURED CEMTITUOUS FINISH ED MIN. 1/2" GYP. BD. SIMPSON LSTA30 • ' NOTE: '✓ E- 1 Q (� 4 fwd O (1) ° STRAPS CALLED OUT WITHIN THIS DETAIL ARE Z THICKNESS 2x BOTTOM PLATE w/ 2X 2ND FLOOR STUDS ~ 0 STRAP W/ (11) 1 O TO ° ONLY REQUIRED WHEN INDICATED AS SUCH ON 0Q SEE PLAN FOR MORE W0 — J (2) 12d AT 12" O.C. ENGINEEREDX STUDS ABOVE PLATE ° THE STRUCTURAL PLANS OR WHEN THE SIMPSON LSTA30 w/ j MID -SPAN BLOCKING U.N.O. TRUSS U.N.O. ° � STRUCTURAL SHEATHING IS NOT CONTINUOUS / (11) 10d TO STUDS FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. I- %� v Z « R-11 BATT INSULATION 3/4 O.S.B.STEN PER PLAN WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB ��//' LL STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST OR w FLOOR 0 FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR GIRDER OR HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE GIRDER OF OPENING TO TRANSFER LATERAL LOADS BE SEE PLAN U W BEAM SEE PLAN Q J Z�� O FLOOR SYSTEM DRAFT GIRDER / COL. CONNECTION4so SOO HEADER CONNECTION XSEE DETAILS ABOVE FOR MORE INFO. STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING REFER TO ROOF PLAN � FOR CONNECTIONS � SCALE: 3/4" = 1'-0" 2nd FL. HIGH BM. U a@ 2nd FLOOR HIGH BEAM SGALE:3/4"=,'-0" Q I --cv MATERIALS MIN THICKNESS W SHALL BE 1/2"' GYP BOARD Z = OR 15/32" OR 7/16" OSB. p BEARING ATTACH TO FLOOR TRUSS REFER TO PLAN FOR (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH a SEE PLAN w/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE a AND BOTTOM CHORDS 10d NAILS -' PRE -ENG. FLOOR SYSTEM - (2) SIMSON LSTA 18 O Z LINTEL AS PER PLAN IF NO FLOOR SYSTEM STRAPS CENTERED @ INSTALL KNEEWALL & FLOOR W/ (14) 10d NAILS Q (4) 2X STUDS (3) 2X STUDS O PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ J UNDER COLUMN ABOVE (2) 16d NAILS @ 6" O.C. ATTACH 2X STUDS _....... . _._....__..---- PER SHEATHING E PLAN ATTACH PER NAILING _ W/ (2) 16d NAILS @ 6" Z Q WD. HD. HT. :: SCHEDULE, O.C. Z 11 SEE PLAN CONTINUOUS FROM _ 0 TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A ::::::: BOTTOM PLATE. Z (7 WINDOW AS SCHEDULED BAND JOIST & BLKG 2X4's @ 16" O.C. L OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS BUILT-UP COLUMN INFO. STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO Fa- Z O O LLI A A O 1 2X 2ND FLOOR STUDS ~ 0 SEE PLAN FOR MORE W0 000 O INFO. Z (9 LO N ' TEXTURED CEMTITUOUS „ ACCOMODATE STRAP m WOOD BASE BOARD 1/2 DIA. THREADED ROD WITHIN GIRDER { w �,.. FINISH, 1/2 MIN. ' 6„ FROM COLUMN - TRUSS PER D C7 W Z _ THICKNESS ON CMU 3-1/2" CONC. SLAB (2500 SEE BRG WALU 2 -STORY WALL PLAN � 2 SIMPSON LSTA18 � W J 0 p.s.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO.LLJ OR FIBER REINF. CONC. STRAPS CENTEXRED @ SEE FLOOR FRAMING of 0Q O = ON 6 MIL. VAPOR BARRIER REFER TO FOUNDATION FLOOR W/ (14) 10d NAILS PLAN FOR FLOOR ~ ~ PLAN FOR FTG. INFORMATION + SEE TRUSS VERT. #5 IN FILLED CELL � „ SYSTEM INFO.: � a 3-1/2 CONC. SLAB LAYOUT FOR HANGER (2) SIMPSON META16 FIN. FLR. FLOOR TRUSS TO EXTERIOR STRUCTURAL ENG CFG / BAD ----- - - - - - MASONRY WALL SHEATHING FINISHQ DRAFTING: W/ TOP OF MASONRY H 00 SEE SHEET SD1 FOR FTG DETAILS — " :. = — • - - - MASONRY WALL ATTACHED PER Z - STRUCT_ EA GRADE T I —I I—I w , ti . , _— NAILING SCHEDULE 0QC CHECK CC — —�_ CLEAN COMPACTED —I I= POISON TREATED w FILL TRUSS PER ofJOB No. TM - 2150494 PLAN ®\�IL[;)1NG = SCALE: AS INDICATED SAN F <ID R D DATE: 05/18/2015 ��, ASO TYPICAL WALL SECTION..4so 2 -STORY COLUMN "S,WALL TO FLOOR TRUSS4SO4SECTION CORNER FRAMING AT SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" „_ ,_ „ 2 STORY CMU [FRAME @ GIRDER CONN. DETAILSD5 SCALE: 3/4 - , 0 -" 896 COPYRIGHT MCD 2014: The information contained In this, document Is copyrighted and Is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR&ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents wi h utthe expressed, written consent. of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Is strictly prohibited. 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" EXT.FINISH, PER 2x BASE PLATE w/ (2) 12d @ TOP & SP1 @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN W :o ARCHS NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & Q 2x8's @ 16" O.C. APPROVED BLDG. USE SIMPSON MTS12 OR SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON ROOF SHEATHING SPACING. MAX (U.N.O.) WRAP LSTA18 70 BLOCKING BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACHPER NAILING HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) EDU ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ (2) 12d PRE-ENGINEERED J SCHEDULE TOENAILS EACH END PLYWOOD FLOOR TRUSS -SEE 2X4 CONT. W/ (2) 12d Q MSTAM24 EACH SIDE BLOCKING (2) 2x4 #2 SYP BLOCKING SIMPSON B ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD � Z OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & , SCHEDULE _..__,._.. WALL BELOW Wl (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. TRUSS 0 w Z 10d NAILS AND (5) ANCHOR BOLT OR UNDER WINDOW JAMBS 2X6 #2 SYP CONT. LEDGER W/ (2) %4'xT' 2x8 #2 SYP SILL PLATE W/ 0 1/4"x2 3/4"' TAPCONS J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS @ 16" O.C. MAX. & y" EPDXY ANCHOR ORLU (2) 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. "" LOW ROOF TRUSS SEE FLOOR TRUSS SEE PLAN 3" FROM EA. END -USE (3) SCREWS „ • J -BOLT @ 32" O.C. W/ MIN. O (L BUILT-UP STUD PT 2x8 BOTTOM & 3 FROM EACH END TRUSS PLAN FOR FOR 24 O.C. 7" EMBEDMENT & 6" FROM U COLUMNS PLATE O.S.B. TO OVERLAP CONNECTION INFO x ° EACH END Q z U LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO °° SIMPSON LUS26. USE °a p (Jj 1x PT NAILER (MIN.) TRUSS. VERIFY W1 SHOP a LUS26-2 FOR 2PLY TRUSS ', Q LOW ROOF TRUSS SEE DRAWINGS m Q PT FURRING AS TRUSS PLAN FOR °< 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN Q (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT REQ'D PER ARCHS CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN ° TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) p W/ (4) 1/4" x 3 1%2" (8 TOTAL) SIMPSON SDS SCREWS 8" CMU WALL a .: a EXT. FINISH, PER ARCHS MASONRY USE HETA16 24" O.C.) OPT. TRUSS RECESS LEDGER J LL @ 0 o N SPLICE LEDGER AT GIRDER F02 WALL S1 SECTION COMBO rLDO3�SECTION AT OPEN TO ABOVELD01 W W 0 SCALE: 3/4" =1'-0" SCALE: 11/2" V-0" _ "_ �, TRUSS SCALE: 3/4" _ V-0" LEDGER SCALE: 3/4" =1'-0" cn ®®�� tr, n tfal�o DETAIL W �000lrr ,� �I a O W Lam„- 0 Z EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 @ TOP & SP1 BASE. LSTA19 ATTACH PER NAILING @ 2x BLOCKS, 2 16 NAILS SHEATHING PER 4 B OC S, O d @ 2X4 #2 SYP NAILER TO STUDS W/ Q Q •°�""f " " W U ® �r J SCHEDULE OR MTS12 MAY BE USED @ EXT. SHEATHING PLAN ATTACH PER EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SEE 2ND FLOOR WALL 3-16d EA. STUD. ATTACH TRUSS @ '// • ®®sr ®: ;; Vr O ce 0 BASE. 2X8 @ 16" O.C. - SEE FRAMING ATTACH PER 2x4 NAILER w/ 2 NAILING SCHEDULE SHOWN. FASTEN ROOF SECTION FOR ADDITIONAL TO NAILER W/ (3) 10d TOE NAILS. / �® • � ®'•r+ 5 Q F NAILING A 16") .C. 10d NAILS @ O �®� �... (2) 2X4 #2 SYP BLOCKING W/ PLAN FOR MORE INFO. EDULE SCHEDULE SHEATHING TO BLOCKS w/8d INFORMATION ROOF AND EXTERIOR `�� C _j O SIMPSON HUC24-2 EA. END 2X BLOCKING W/ 2 12d 2x4 STUDS @ 16 O.C. NAILS @ 6" O.C. SHEATHING ATTACHED _ ~ 0fff11111� .. Wl (4) 10d & (2) 10d NAILS. TOENAILS EACH END PER NAILING SCHEDULE USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d 1/2" GYP. BOARD W UNDER WINDOW JAMBS. NAILS @ 12" O.C. (5) 16d NAILS BRACE =====-- 2X8 #2 SYP CONT. LEDGER W/ TO BLOCKING SIMPSON H2.5 (4) 16d NAILS. ATTACH NAILS 12-2x4 BLOCKING BETWEEN SIMPSON H10A @ EACH TRUSS TO INTO END OF EA. FLOOR TRUSS, 2 v STUDS w/ (2) 12d TOE NAILS SEE Lb02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER (2) LEDGER 24 O.C. MAX. (INSTALL (4) NAILS O U EACH END FOR MORE INFO. ALL THREAD ROD ADJACENT DIAGONAL, FASTEN TO DIAGONAL w/ 2 16d NAILS O O.x3" SDS WOOD SCREWS @ 16" --- AT EA. SIDE OF G.T. ) • O Cf�b Cl) • @ 48" O.C. O.C. MAX -EQUALLY SPACED & 3 D ___ Q ^ h --•I Jfyfl N TRUSSES PER PLAN FROM END OF LEDGER - USE (3) a -=- SIMPSON LUS26 OR IF 2 -PLY cli U phi �3J o 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24 O.C. IS REQUIRED ° LEDGER "' TRUSS SIMPSON LUS26-2 • w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" CONNECT TO DOUBLE TOP PLATE w/ 16d NAILS ° WALL BRACING @ 48 O.C. MAX. 45 FROM RECESSED INTO SEE FLOOR FRAMING PLAN & °' TRUSS TO LEDGER W H- a M O U d z O EMBEDMENT @ 32"' O.C. & 3" FROM EACH END @ 6" O.C. HORIZONTAL (+/- 10°) BRACE NOT REQUIRED FROM EAVES. TRUSS. VERIFY w/ SHOP DRAWINGS WS11/SD5 FOR MORE INFO. FOR Q o '4 (2) 2X4 TOP PLATE6' AND NDIRECTION (IF PARALLEL 8 CMU WALL TYR LL O hII PRE-ENGINEERED TRUSS - °a SEE FRAMING PLAN FOR 4 C.M.U. WALL °<. 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4 (MIN.)tf SEE WS10/SD5 FOR BLOCKING INFO. O Z � l V H StiO� Q G�ti U SPACING & CONNECTION SEE PLAN a WITH ROOF LOAD OPT. T TRUSS RECESS O z titin INFO. °, C.M.U. WALL PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. .LEDGER > 0 Q am S 1 SECTION AT RAISED F 1 SECTION ATOPEN ABOVE F 1 2 STORY FRAME WALL (LD04 SECTION AT LOW ROOF BRACING DETAIL SCALE: 3/4"" =1 "_0", SCALE: 3/4" =1'-0" �+�+ HEEL TRUSS SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" CO 0 Z A SEE PLAN FOR DEPTH OF LANDING V)-- a) uj ML 16 J.OVER STANDARD (3) 2X12 STRINGERS w/ SIMPSON PLYWOOD SHEATHING LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES SEE TRUSS PROFILE/ARCH PLAN FOR MORE INFORMATION z Q p U O _j D 06_ z J J 1 1 1 1 1 I (2) 2x SPF TOP PLATES 1 1 1 I A35/USP MP34 CLIP TO FLOOR SYSTEM & _ _z 2x8 #2 SYP JOISTS @ 12 � PRE ENGINEERED WD TRUSSES @ 24" O.C. W _ �' Z v • 1 1 I - LANDING FRAMING LANDING @ 16"O.C. �_ O I 1 I z w/ F- SIMPSON A35/USP MP34 FIBERGLASS SHINGLES OR TILE VERIFY WITH ELEVATION O U 4 (2) 2x HEADER 1 12x STUDS SEE PLAN OR LUS26 HANGER ON 1- S EE FLOOR I 1 I c� Z EACH SIDE TRUSS ANCHOR (SEE PLAN) U z W z� PLAN FOR MORE1 1 (2)2X12 REQ'D @END OF o z ¢ J ��^^ i INFO I 1 I LANDING FOR STRINGERS z g ROOFING FELT V, 1 I I TO CONNECT TO w/ (2) SIMPSON A35/USP MP34 Q a p APA STRUCTURAL SHEATHING C) N 1 EACH END TO LEDGER W ATTACHED PER NAILING SCHEDULE U Q W W 1 I 1„—SEE PLAN FOR MASONRY z B I 1 I WALL OR WOOD WALL p 1 I 1 MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE �w 1 2x SPF I END OF LANDING w/ MIN. (6) a BASE PLATE 16d NAILS FROM LEDGER TO STUD PACK 2x8 #2 SYP (P.T. IF MANSONRY (2) 2x HEADER SEE PLAN FOR g — z PRE-ENGINEERED FLOOR SYSTEM_ I WALL) CONT LEDGER w/ (3) 16d O.H. MORE INFO & CONNECTIONS F 1 I ALL R BEAM 1 KNEEW 10 E V Y Y @ PLAN VIEW NAILS @ 16 O.C. MAX. TO LANDING EACH STUD. ((2) 1/4” x 3 1/2" TITENS @ 16" O.C. MAX. FOR SEE 2nd FLOOR PLAN FOR SEE ELEV. APPROPRIATE HEADER DETAIL WINDOW SEE PLAN FOR LOCATION O —� p 0 3/4" PLYWD. DECKING MASONRY WALL) 2x #2 SPF STUDS 16" O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO � Q 1 (2) 2x SPF 1 I I 1 TOP PLATES I I I MIN, 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR W H Z 0 11 ' GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL r 1 SPACED 1/2" x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE Z 0 0 r B STRINGERS TO LEDGER w/ 2 16d O TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW z I I FLOOR SYSTEM NAILS WALL SHEATHING IS U) Z 0 2x STUDS SEE PLAN (2) 2x HEADER PER PLAN STOPPED BELOW ROOF LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES WALL I= 0 J I I I SEE FLOOR ARE PARALLEL TO _ Q Uj I PLAN FOR MORE I ROOF SHEATHING ATTACHED PER NAILING 0 IX Q Y 1 INFO I RISERS SCHEDULEp W W) 0 0 1 PLYWOOD FLOORING SEE Z 0 0 1 I I 2x P.T. BASE PLATE SEETREADS FLOOR FRAMING PLAN FOR MORE INFO (D — Cq m I I I 2x BASE PLATE w/12d @ 24" O.C. w h . _ j SCHEDULE I I I BOR -TO FLOOR SYSTEM BELOW 0 O 0 w AEARI BGIN -) Q 0 1 I I SEE PLAN FOR I w w O Q 0= ' I DIRECTION& MORE SEE FOUND. PLAN FOR FTG. REQ. INFORMATION U 4 2x12 STRINGERS ONE A a ON EACH SIDE AND ONE @MID -SPAN FLOOR GIRDER SEE — — — — — (n STRUCTURAL ENG: CFG / BAD " LARGER THAN 4'-2" ATTACH 1/2 THREADED ROD SEE BEARING AT OPENINGS A PLAN FOR C TOP PLATE TO HEADER WITH LSTA12 BENT O SCHEDULE ON FLOOR S PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS --i Q - DRAFTING: - - ................ LOCATION &CONNECTION INFO MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE z STUD AND (5) 10d NAILS INTO HEADERT W W -STRUCT: EA Qc CHECK: CC SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST B R TO JACKS /KINGS # OF STUDS TO O FLOOR HEADER CONTACT EO P.T. 2x4 LET BASE ��c 3R0 W JOB No. TM - 2150494 SCALE: AS INDICATED MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING -IN @ OF STRINGERS. FASTEN TO � .� _ DATE: 05/18/2015 -- _. FLOOR w/(4) 1/4"x3" TAPCONSAr n�g� ~ PROVIDE EXTERIOR SHEATHING "Fl 2nd STORY INTERIOR BRG. ATTACHED PER NAILING SCHEDULE (SR01 GENERAL LANDING & F1 TYPICAL WALL SCALE: 3/4" _ 1'-0" SECTION— SCALE: 3/4"-1-0 ' " SCALE: 3/4 -1-0 FOR (EXTERIOR 2 STORY WALLS WALL & EXTERIOR "— ' " STAIR FRAMING INFO � S, SD6 rr1PYRIrNT nnrn 9(11a Tho information rnntamarin thin rinrumPnt is rnnvnnhtPri and iq the PxrlusivP nrnnPrtv of MnNTA CONSULTING &DESIGN. OF WMR &ASSOCIATES. INC. AnV use. dUgllCatlOr. or transfer of these documents without the exDressed. written consent of MONTA CONSULTING & DESIGN. OF WMR &ASSOCIATES. INC. is strictly grohlblted. .. .. .........�.�,_ __,.. _..._..,..mom,,..._...._ _._,.m ..........:.... t : ... ..,., ...., ,-... ..,. .......,..... J:...., w...... .. ...,,. I. .d .ww w........,. ,.. W m STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ ILLI STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM 0 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN Q LINE WITH MIDDLE N STANDARD (3) 2X12 2x12 STRINGER TO BE w STRINGERS W/ UTILIZED AS BLOCKING p SIMPSON A35 / A34 — CLIP TO FLOOR W SYSTEM & LANDING 2xJOISTS @ LANDING p 1- FRAMING z @ 16"O.C. W/ SIMPSON o a A35 OR LUS26 HANGER (D z ON EACH SIDE Z 0 �� F5W I 00 C) v z 6" MIN. m o Q I 10 O W 0 (2) 2x BEAM PER 2xJOIST (P.T. IF N SCHEDULE REQ'D @ ol 4'-0" MAX Of ATTACHING TO = W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ (— STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d U_ CONNECTTO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. z TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" Z�/ �'o� BUILT UP COLUMNS x 3 1/2" TITENS 16" � �®e ..re e®� i�® w �1 TOENAILS EACH END @ r °�,� r a o BELOW O.C. MAX. FOR m e, °�• ®i N A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) `'' 10 MIN. ; Ln W SEE SCHEDULE FOR MAX WIDTH OF LANDING _ ^ . C� Z Z W' ®,.� a cv — MIN. (3) 2x SYP #2 �® • `� Q STUDS REQ'D @ END OF LANDING W/ MIN. (6) 3/4 PLYWOOD OR OSB 16d NAILS FROM ill 11I _j J SEE PLAN FOR DEPTH `�!` -� O OF LANDING SHEATHING OVER STAIR WINDER D ETA( L LEDGER TO STUD LANDING ATTACHEDLL PACK PER GENERAL FLOOR / CONSTRUCTION NOTES w ry ... MID SPAN BLOCKING g v TO MATCH JOIST PLYWOOD SHEATHING O - DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T OVER LANDING U �, O I ,....._..._ TOENAILS EACH END IF ATTACHING TO ATTACHED PER p p �l�b � STANDARD (3) 2X12 MASONRY WALL) GENERAL FLOOR Q Jly� � SYP #2 STRINGERS W/ CONSTRUCTION crS U ,¶ ��3 p SIMPSON A34 / A35 J P CLIP TO FLOOR 2 z NOTES LU o SYSTEM & LANDING O Z 1 MARC a OU zo FRAMING U- g BEAM @ END OF Q o LANDING PER U c z �' _ SCHEDULE u O ('III, �ti4 W' �S N SEE PLAN FOR O Zti� MASONRY WALL OR p� Q WOOD WALL Z SIMPSON A35 BF B CONNECTIONS Q W MASONRY WALL OR FRAME WALL BEYOND U (2) 2x BEAM PER 2x JOIST (P.T. IF I— SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO p Z , END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d D D ft �7 �7 �V BEAM ��V� CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. rr^^ W O w vJ ��$n J ^ TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4 Z 0 M C BUILT UP COLUMNS x 3 1/2" TITENS @ 16" O 06 z BELOW O.C. MAX. FOR a [ STRINGERS TO BE(�' Q < �5 cc � MASONRY WALL) NOTCHED AT LANDING U Z F o 0 A A PLAN VIEW @ 180 DEGREE TURN LANDING I-- J �A�_P SEE SCHEDULE FOR MAX WIDTH OF LANDING ---Uj Uj QS512g (3) 16d TOENAILS_ Q Z Z F S A35 @ EA. STRINGER ST02 NOT USED a `� E TO LANDING 3/4" O.S.B. W/ 8d N @ 3" O.C. TOP AN[ BOTTOM CHORD I -JOIST PER FRAM PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRU PER PLAN SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH PENDING LANDING \ HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS FOR REQUIRED 2x12 STRINGERS ONE MAX WIDTH HEADER AND ON EACH SIDE AND ONE (#2 SYP) n SUPPORT @MID -SPAN A (3) 2x12 /`"� INFORMATION. A34 @ EA. STRINGER (2) 2x12 2x6 TO LANDING 12'-0" (1) 2x12 (1) 2x8 2x ATTACHED TO I I 4'4" 2x JOIST (P.T. IF STRINGER III (3) 2x12 ATTACHING TO I I I I 11'-011 MASONRY WALL) CONT I I I I 6'-01' LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I 4'-0" NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I (3) 2x12 TO EACH STUD. {(2) 1/4" ONE @ MID -SPAN ( I I I I I I I 10'4" x 3 1/2" TITENS @ 16" 2x6 (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I 1 I I SCHEDULE @ END OF LANDING FOR 2x12 9'-0" 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) a' BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3)2x4 SPF #2 (1) 2x12 1 2x8 O DISTANCE OF 1-1/2" COLUMN (3)2x12 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 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'4" (3) 2x12 2x8 8'-0" 11'-011 (2) 2x12 2x6 6'-01' (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'4" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0.. (3) 2x12 2x12 9'-0" (2) 2x1.2 2x8 7'-0" 91-01. (1) 2x12 (1)2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 1 2x8 O 2x6 5'-0" (3)2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 1 O 2x8 2x6 1 6 -011 BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY = SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4 SPACED/CENTERED IN TRUSS SEE PLAN SAN Fe::✓f" D � 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 05/18/2015 3.(l) 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 DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL 7o FLOOR PERPENDICULAR To FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfor of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. _COPYRIGHT MCD 2014: The op p Y V;j ELI z Z � „ —� 0 SEE ARCH PLAN 2x4 CONT. TOP PLATE O MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO UW STUDS W/ (2) 16d TOE Q LU 2x4 #2 SPF STUDS X X NAILS ? _ 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ w U)10d --� O.C. MIN. AND @ ANY NAILS .@ 4" O.C. � 24" O.C. W/ (2) 12d O OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). — 0 KNEEWALL FOR VERTICAL NOTCH SILL AND Z PLYWOOD FLOORING Q TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO p 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Z Q I � @ ANY OPENING 2x4 CONT. TOP PLATE W Z 11 R (ATTACH TOP PLATE F- 0 t ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d p �" DOUBLE TRUSS PARALLEL 70 FLOOR. C �� TO TRUSS W/ (3) Y4 x 3 3 1/2" WOOD SCREWS TOE NAILS Z � 0 T- � SECTION X -X . NTS. SDS Z Z 0 EQUALLY 2x4 #2 STUDS 0 J SPACED/CENTERED IN SPF @ I=- —1 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Vi Q LU ATTACH TOP PLATE TO 31„ ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O � � � � STUDS 2/ (2) 16d TOE �`�` STUDS W/ (2) 16d TOE TRUSS 32'. I ATTACHED TO F- LU 0 0 NAILS NAILS I BELOW OTHERWISE 0 0 2x4 #2 SPF STUDS @ SEE ARCH PLAN I ATTACH W/ 2 12d O Z O 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR- I TOENAILS @BOTTOM) N .. m TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I W p I - V 0 -- Z �.�. SLICE CUT PLYWOOD 24" O.C. W/ 2 12d O I NOTCH FLOOR 2x4 SILL PLATE W/ (2) W J W 0 FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. _ � �. 0 0 ACCOMMODATE 2x CONT. BRACE & 10d O �(O 2x4 SILL PLATE W/ (2) NAILS 4" O.C. TO @ L. �" 2x4 #2 SPF SILL PLATE NOTCH SILL AND ( 10d NAILS @ 4 O.C. FLOOR SHEATHING U p W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 o! O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS u~j STRUCTURAL ENG.. CFG /BAD TO SLIDE DOWN TO W/ 2 Y "" O Y4x3SDS Q< DRAFTING: _.—. (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF -= SPACED & CENTERED z LU STRUCT: EA STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS p QC CHECK: "" --- CC - -- TO TRUSS W/ (3) Y4' x 3° L -BRACE @ 6'-0" O.C. & C JOB No. TM - 2150494 FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING W Uj FLOOR BEAM SEE �-�� --- - BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY = SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4 SPACED/CENTERED IN TRUSS SEE PLAN SAN Fe::✓f" D � 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 05/18/2015 3.(l) 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 DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL 7o FLOOR PERPENDICULAR To FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfor of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. _COPYRIGHT MCD 2014: The op p Y MC©RD COPY 5 y5 ZZ� F? 5m054-Totg