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Home My WebLink About158 Big Spring Ter 15-1587 New construction SFHTHORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., 200 AMP 5ERVICE/PANEL BOX, 6-S DOORS THROUGHOUT, PAINTED KNEE WALLS, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO 2010 F.B.G. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESSES ' ARE TO BE CONSIDERED "NOMINAL DIMEN51ON511 OCCUPANCY AND CONSTRUCTION TYPE: LOT 55 THORNEBROOKE 40S THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION, CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) mAF%1rwPCTPD 111 A m P1 Fv a TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH 112.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: ' JOB NUMBER 25002.128 THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.G: RESIDENTIAL CODE R103.6.1 AND A5TM 0926. INSTALLATION OF CAD FILE NAME LOT 55 EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2 AND A5TM C 1063. PROVIDE BOND ISSUED 07-25-14 BREAK IN ACCORDANCE WITH 2010 F.B.G. RESIDENTIAL CODE R103b 3 REVISED 04-10-15 STUCCO CONTROL JOINTS:u.r11iB rt ®� STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM G 1063-06(1.111.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F' ,� , •• �i GARAGE LEFT AND DELINEATE AREAS NOT MORE THAT 100 5F, FOR HORIZONTAL APPLICATIONS, D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN ' �,- c• EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE • ``� LOR MORRISONTAYDIRECTION AND .WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS `•Z '�'' z CONTROL JOINTS. - ..` Q n 1w SIL EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. ♦ ••os � FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL. AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS; AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. , 051ON RE915TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN 5UCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE REDRAW NOTES 04-10-15 CREAMED LOT 5PECIFIC PLAN FOR LCT 55 IN THORNBROOKE 4015, ELEVATION "A" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: 5ONU5 ROOM W/ BEDROOM 5, TRAY CEILING AT MASTER 5UITE,`T.V. OUTLETS; CEILING FAN PRE-WIRE5 AND ELECTRICAL OUTLET INT. NON WET AREA. 2. APPROVED GORR - WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION DAVIS BEWS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DESIGN GROVP COV - GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING / GARAGE OPENING& iAR THE OPENING BETWEEN THE GARAGE AND !.MNG AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID GORE 150 STATE STREET EAST 1 - SLABINTERFACE PLAN (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS 01 8L33. . 9 922., Fi5.1130000 3 34677 TEL 813.92.5.1800 FAX 2A1 -MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: VVVVW.DAVISBEWS.00M PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. TAMPA • 1DE1*4VER. �--� EST. 1994 �- 2A2 MAIN FLOOR PLAN DIMENSIONS A5PHALT 5HINGLE5(IF APPLICABLE) i 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND 8905.2.6.1. 2 B 1 UPPER FLOOR P LAN NOTES 2., ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT r COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM p 4869, TYPE I OR TYPE II OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. 2B2 -UP PER FLOOR PLAN DIMENSIONS O CHIMNEY HEIGHT REQUIREMENTS: Nr - ELEVATIONS, N S STAIR SECTION DETAILS WHEN STANDARD OR OPTIONAL WOOD }BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y PAST THE HIGHER POINT WHERE IT 2 C INTERIOR E RI O R E LEV EXTENDS THROUGH THE ROOF AND MU51 BE 2 HIGHER THAN THE ROOF OR RIDGE THAT 1510 0 AWAY OR CLOSER. 3A1 - FRONT ELEVATION "All TUB AND 5HOWER AREAS: �� W CEMENT, FIBER -GEMENT; OR GLA55 MAT �x1 PSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM GI288, GI325, OR CII18 AND INSTALLED 3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 3A3 - BUILDING SECTIONS, FLASHING DETAILS TERMITE PROTECTION.0 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON GRAPE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING 4A - MAIN FLOOR ELECTRICAL PLAN MATERIALS. IF 501L TREATMENT f5 FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB UoIN1,a A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. R ELECTRICAL PLAN NO TERMITICI[)E5 SHALL 5tAPPLIED INSIDE THE SLEEVE. 10 4B - UPPER F LOO 2, PROTECTION AGAINST DECAY AND TERMITES - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RI6ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC: 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUIRN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 V PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCT$ NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED; OR REPLACED. A LEVEL WORKING SPACE $ T LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDE[) IN FRONT OF THE E A CONTROL 51DE TO SERVICE AN APPI IANICE. 3. DUCTS IN THE GARAGE AND DUC15 PE,0RATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.'"l6 GAUGE 10.48 mm) SHEET $TEFL OR OTHER APPROVED MATERIAL AV) SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, FOUNDATIONS AND 6UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEfM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANGE5 SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY REVIEWED FOR CODE COMPLIANCE BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE JN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN iE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M141113. PLANS EXAMINER S -a'(- 15 EXHAUST FANS AND VENTING: DATE I 1. OUTDOOR DISCHARGE. THE AIR REMOVED 5Y EVERY MECHANICAL EXHAUST SYSTEM SHALL 5E DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOM$ AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, Ln OR OTHER AREAS INSIDE THE BUILDING. RD B I DINS DTVI I N SANTO � U L- 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES PRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM ;THE DRYER LOCATION TO THE WALL OR ALL BE CONSTRUED TO BE J A PERMIT ISSUED SH ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET 1162 mm) FOR EACH 45 DEGREE 10.19 RAD) BEND AND 5 FEET (1524 (CENSE TO PROCEED WITH THE WORK AND NOT A5 LL ALTER OR SET mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. AUTHORITY TO VIOLATE, CANCEL, ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN I$ INSTALLED AND LISTED AND LABELED FOR THE APPLICATION; THE MAXIMUM LENGTH OF THE CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT EXHAUST DUCT INCLUDING ANY TRAN5IT!ON DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'$ INSTALLATION THE BUILDING OFFICIAL FROM THEREAFTER RS IN PLANS, INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN I$ INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, REQUIRING A CORRECTION OF ERRORS CONSTRUCTION OR VIOLATIONS OF THIS CODE A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 0 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMGA STANDARD 550 IN F5G. ATTENTION GENERAL CONTRACTOR / BUILDER: COMPACTION TEST ISSUANCE OF PLANS FROM TNI$ DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, 01 "QUIRED AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, ' Results to be Verified DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION at Slab Inspection BEFORE COMMENCEMENT OF ANY CONST(RJCTION CORRECTION / REVI510N5. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2138 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES IF ANY MODIFICATIONS ARE MADE TO THESE ' • PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV, 01-23-2015(TMN) TITLE COVER SHEET 158 GENERAL NOTES p REVISION LOG n X 0 C U r0 LoJ 0 N °N�m 1. >>.jC4 U. 00 (a_ :2 J ' Oo �r o�C E L. r p fp 0 }� 0 z V * SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH 112.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: ' JOB NUMBER 25002.128 THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.G: RESIDENTIAL CODE R103.6.1 AND A5TM 0926. INSTALLATION OF CAD FILE NAME LOT 55 EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2 AND A5TM C 1063. PROVIDE BOND ISSUED 07-25-14 BREAK IN ACCORDANCE WITH 2010 F.B.G. RESIDENTIAL CODE R103b 3 REVISED 04-10-15 STUCCO CONTROL JOINTS:u.r11iB rt ®� STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM G 1063-06(1.111.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F' ,� , •• �i GARAGE LEFT AND DELINEATE AREAS NOT MORE THAT 100 5F, FOR HORIZONTAL APPLICATIONS, D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN ' �,- c• EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE • ``� LOR MORRISONTAYDIRECTION AND .WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS `•Z '�'' z CONTROL JOINTS. - ..` Q n 1w SIL EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. ♦ ••os � FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL. AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS; AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. , 051ON RE915TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN 5UCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE REDRAW NOTES 04-10-15 CREAMED LOT 5PECIFIC PLAN FOR LCT 55 IN THORNBROOKE 4015, ELEVATION "A" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: 5ONU5 ROOM W/ BEDROOM 5, TRAY CEILING AT MASTER 5UITE,`T.V. OUTLETS; CEILING FAN PRE-WIRE5 AND ELECTRICAL OUTLET INT. NON WET AREA. 2. APPROVED GORR - WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION DAVIS BEWS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DESIGN GROVP COV - GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING / GARAGE OPENING& iAR THE OPENING BETWEEN THE GARAGE AND !.MNG AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID GORE 150 STATE STREET EAST 1 - SLABINTERFACE PLAN (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS 01 8L33. . 9 922., Fi5.1130000 3 34677 TEL 813.92.5.1800 FAX 2A1 -MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: VVVVW.DAVISBEWS.00M PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. TAMPA • 1DE1*4VER. �--� EST. 1994 �- 2A2 MAIN FLOOR PLAN DIMENSIONS A5PHALT 5HINGLE5(IF APPLICABLE) i 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND 8905.2.6.1. 2 B 1 UPPER FLOOR P LAN NOTES 2., ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT r COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM p 4869, TYPE I OR TYPE II OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. 2B2 -UP PER FLOOR PLAN DIMENSIONS O CHIMNEY HEIGHT REQUIREMENTS: Nr - ELEVATIONS, N S STAIR SECTION DETAILS WHEN STANDARD OR OPTIONAL WOOD }BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y PAST THE HIGHER POINT WHERE IT 2 C INTERIOR E RI O R E LEV EXTENDS THROUGH THE ROOF AND MU51 BE 2 HIGHER THAN THE ROOF OR RIDGE THAT 1510 0 AWAY OR CLOSER. 3A1 - FRONT ELEVATION "All TUB AND 5HOWER AREAS: �� W CEMENT, FIBER -GEMENT; OR GLA55 MAT �x1 PSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM GI288, GI325, OR CII18 AND INSTALLED 3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 3A3 - BUILDING SECTIONS, FLASHING DETAILS TERMITE PROTECTION.0 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON GRAPE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING 4A - MAIN FLOOR ELECTRICAL PLAN MATERIALS. IF 501L TREATMENT f5 FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB UoIN1,a A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. R ELECTRICAL PLAN NO TERMITICI[)E5 SHALL 5tAPPLIED INSIDE THE SLEEVE. 10 4B - UPPER F LOO 2, PROTECTION AGAINST DECAY AND TERMITES - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RI6ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC: 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUIRN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 V PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCT$ NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED; OR REPLACED. A LEVEL WORKING SPACE $ T LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDE[) IN FRONT OF THE E A CONTROL 51DE TO SERVICE AN APPI IANICE. 3. DUCTS IN THE GARAGE AND DUC15 PE,0RATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.'"l6 GAUGE 10.48 mm) SHEET $TEFL OR OTHER APPROVED MATERIAL AV) SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, FOUNDATIONS AND 6UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEfM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANGE5 SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY REVIEWED FOR CODE COMPLIANCE BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE JN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN iE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M141113. PLANS EXAMINER S -a'(- 15 EXHAUST FANS AND VENTING: DATE I 1. OUTDOOR DISCHARGE. THE AIR REMOVED 5Y EVERY MECHANICAL EXHAUST SYSTEM SHALL 5E DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOM$ AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, Ln OR OTHER AREAS INSIDE THE BUILDING. RD B I DINS DTVI I N SANTO � U L- 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES PRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM ;THE DRYER LOCATION TO THE WALL OR ALL BE CONSTRUED TO BE J A PERMIT ISSUED SH ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET 1162 mm) FOR EACH 45 DEGREE 10.19 RAD) BEND AND 5 FEET (1524 (CENSE TO PROCEED WITH THE WORK AND NOT A5 LL ALTER OR SET mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. AUTHORITY TO VIOLATE, CANCEL, ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN I$ INSTALLED AND LISTED AND LABELED FOR THE APPLICATION; THE MAXIMUM LENGTH OF THE CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT EXHAUST DUCT INCLUDING ANY TRAN5IT!ON DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'$ INSTALLATION THE BUILDING OFFICIAL FROM THEREAFTER RS IN PLANS, INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN I$ INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, REQUIRING A CORRECTION OF ERRORS CONSTRUCTION OR VIOLATIONS OF THIS CODE A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 0 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMGA STANDARD 550 IN F5G. ATTENTION GENERAL CONTRACTOR / BUILDER: COMPACTION TEST ISSUANCE OF PLANS FROM TNI$ DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, 01 "QUIRED AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, ' Results to be Verified DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION at Slab Inspection BEFORE COMMENCEMENT OF ANY CONST(RJCTION CORRECTION / REVI510N5. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2138 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES IF ANY MODIFICATIONS ARE MADE TO THESE ' • PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV, 01-23-2015(TMN) TITLE COVER SHEET 158 GENERAL NOTES p REVISION LOG n JOB NUMBER 25002.128 CAD FILE NAME LOT 55 ISSUED 07-25-14 REVISED 04-10-15 41, w H.B. M01`' �°' v'` • -:40911111 Rill I r DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLIXWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVF-R- -� EST. 1994V) M O ELEVATION (-) 0'-4" 0 e 0 3, W ELEVATION (40-411 0 co Lr) Lr) 1�� >� 0 < G.C. VERIFY THAT DECO DRAIN • 15 IN5TALLEp AT PLANTERS 13ETWEEN WALKWAY AND GARAGE 2138 aUl� riIIc • TITLE • Sir,,,.F0Ri SLAB INTERFACE PLAN oil y SLAB INTERFACE PLAN GARAGE LEFT X ro 0 LD U �0 J h0 0 N� 'A rn 00 0 N 0 H M 0 d . ,= I3 0"x3-0" A/C e Lm >;JM ��. IPAD (5EE MECJ. CONTRACTOR JOB NUMBER 25002.128 CAD FILE NAME LOT 55 ISSUED 07-25-14 REVISED 04-10-15 41, w H.B. M01`' �°' v'` • -:40911111 Rill I r DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLIXWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVF-R- -� EST. 1994V) M O ELEVATION (-) 0'-4" 0 e 0 3, W ELEVATION (40-411 0 co Lr) Lr) 1�� >� 0 < G.C. VERIFY THAT DECO DRAIN • 15 IN5TALLEp AT PLANTERS 13ETWEEN WALKWAY AND GARAGE 2138 aUl� riIIc • TITLE • Sir,,,.F0Ri SLAB INTERFACE PLAN oil y SLAB INTERFACE PLAN GARAGE LEFT X ro LD U �0 J h0 0 N� 'A rn 00 0 N 0 M 0 d . ,= I3 0"x3-0" A/C Lm >;JM ��. IPAD (5EE MECJ. CONTRACTOR 0 0 roC ~ JV ~ _ OroCO IFOR LOG.) L — J 6. ELEVATION O m'-4" 7 CONC. PAp 11 1 1/2" RECE55 FOR 5.G.D. 4.. P.V.C. 11 l s, 3/4" P.V.C. -, u, CONDENSATION o DRAIN BY PLUMBER o N I Q \ aJ W.C. — TILE SEAT SHOWER ARV. RECE55 REFERENCE ELEVATION Lu N 3/4" P.V.C. GONDEN5ATION r ALL - —_— — x —_ — — M DRAIN BY -' � PLUMBER .9 I OPT. I I OPT. 4" P.V.C. T LWA5HER J L DRYER J ��✓J I^ \ \ AIR HANDLER 41-111 �- — — -� _ I _ \ LINES FROM W/ DISP UPPER FLOOR li 41.811 Iz-\ 16'-311 41,111.. m PROVIDE WAT -� a Ia LINE FOR ICE MAKER ° -' Q 3/4" RECE56 >/ o FOR ENTRY DR. TO! OF REF. I N � ryry M - M � � N mm ♦ W a, W.H. r. -`� 50 CAL. W.H. u m 8.1 9._m.. 3' -51/2" 2'-91/211 2. L. 21-811 8.. 3 611 ELEVATION l) 0'-4" PAVERS 'I I I z i � o I i I i i I a----------- ---------------C=J'- I92 � i � I i �I vI i i I I ELEVATION (401-611 - e _ AA PAVER DRIVE / LEADWALK 3A3 2'-811 1,1'-811 21'-4" 8'-8" JOB NUMBER 25002.128 CAD FILE NAME LOT 55 ISSUED 07-25-14 REVISED 04-10-15 41, w H.B. M01`' �°' v'` • -:40911111 Rill I r DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLIXWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVF-R- -� EST. 1994V) M O ELEVATION (-) 0'-4" 0 e 0 3, W ELEVATION (40-411 0 co Lr) Lr) 1�� >� 0 < G.C. VERIFY THAT DECO DRAIN • 15 IN5TALLEp AT PLANTERS 13ETWEEN WALKWAY AND GARAGE 2138 aUl� riIIc • TITLE • Sir,,,.F0Ri SLAB INTERFACE PLAN oil y SLAB INTERFACE PLAN GARAGE LEFT X ro LD U �0 J h0 0 N� 'A rn 00 0 N 0 M 0 d . ,= Lm >;JM ��. 0 0 roC ~ JV ~ OroCO 6. y� T Z L V JOB NUMBER 25002.128 CAD FILE NAME LOT 55 ISSUED 07-25-14 REVISED 04-10-15 41, w H.B. M01`' �°' v'` • -:40911111 Rill I r DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLIXWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVF-R- -� EST. 1994V) M O ELEVATION (-) 0'-4" 0 e 0 3, W ELEVATION (40-411 0 co Lr) Lr) 1�� >� 0 < G.C. VERIFY THAT DECO DRAIN • 15 IN5TALLEp AT PLANTERS 13ETWEEN WALKWAY AND GARAGE 2138 aUl� riIIc • TITLE • Sir,,,.F0Ri SLAB INTERFACE PLAN oil y SLAB INTERFACE PLAN GARAGE LEFT .Jl _...... __ __...._ _ _,__...�,.._.,:....._ 94"6-0" CONC, PAD 8-06-0 TEMP. 5.G.D, FAMILY ROOM 14'-6"x16'-0" 9'-4" FLAT CLG. o DINING ROOM 14'-6"x10'-0" e 9'-4" FLAT CLG. ciN 5TAIR IS RI5E 42" H. KNEE 138" E COUNTERTOP WALL 10.00" I 00 O o I SINK W/ DI5P I / O a KITCHEN 0 9,-4" FLAT CLG. �I SY / 5 SH. O.H.C. — W.N. IN5ULATE WALLS 50 GAL. W.H. 54"x22" ATTIC ACCE'S5 _ L—� GARAGE 20'-0"x20'-0" 9'-4" PLT. HT. z O N (k O LINE OF GARAGE DOOR IN OPEN P051TION or------------- � I I r., I I RESER TO SHEET 2A2 NB. o FOR MAIN FLOOR j 16-0x1-0 O.H. GARAGE DOOR PLAN DIMEEN510N5 PAVER G AA 3A3 T.O.M. 9'_4 13'-0"x3-0" A/CI PAD (5EE MECH. I CONTRACTOR I REFER TO 5NEET 2A2 IFOR LOC.) I FOR MAIN FLOOR _ — J PLAN DIMEN51ON5 3 - 2(o 5N. HD. AT 84" * EGRE55 J TRU55 MANUF.: H.B. i. IN MA5TER )OWN -FRAMED FER SUITE x12'—1 0" TRAY CLG. } FLAT HEADER � l u AT 8'-0" — - 150 STATE STREET EAST j OU MAR, MORMA 34677 v r M.C. 813. 92.5. 1300 TEL ay 813. 925, 1800 FAX i W W W.DAVISBEWS COM M. BATH TANWA • DEIN VEIZ -4x6-8 9' 4" `^ -� EST. 1994 F� AFD CLG. o v NG TEMP. GL. ENCL. O )ER ON 42" H. LOW WALL 3 a N. TILE TILE 5EE TUB/5HOWER 4T SHOWER DETAILS VSEN jx DRYER W X F IF — 15W. _� 5pT7OVENT — — . I—Pi. WASHER J L DRYER AIR HANDLER UTIL 0 LINE5 FROM UPPER FLOOR FLAT CLG. 2.8x6-8 0 9'-4" CLG. 28co M W \ PWDR \ 9 4 CLG,cO HATCHING LEGEND FLU5HFRAME TO FURRING I IN5ULATE WALL L IN5ULATE I '� �■wr ENTRPLT. HT. AE3v. i a I Q� PAVERS ' I A � i FLAT HEADER T.O.M. AT 8'-0" AFF: 9'-4.. AFF: 11 0 J �� .,I I 10 2138 ad tuIRD f MAIN FLOO PLAN NOTES- $CALE: 1/4" - I'-0" GARAGE LEFT • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • TYPICAL MASONRY WINDOW SCHEDULE JOB NUMBER 25002.128 • CU WINDOW WIDTHS � 2011 2 111 31" 5311 h o WINDOW CALL -OUTS sm 04 cf) N CD 26" 12 5H 1/2 32 5H 22 5H 32 5H hal Lu ��LL 0 0 0 o cOo _ 39" 13 5H 1/2 33 5H 23 5H 33 5H � fA (� N 0 Zr�� • z `. � 0 51" by� � +ret• 14 5H 1/2 34 5H 24 5H 34 5H Y ®� ' �c w WL Z 63" 15 5N I/2 35 5H 25 5N 35 5H �--� z DAVISI BEWS 12" 3 16 5H 1/2 36 5H 26 5H T3& 5H G.G. VERIFY MA5'ONRY OPENING5 FOR ALL WINDOW5, ui WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER OMANUFACTURER AND 513EGIFIGATION5. z REFER TO FLOOR PLAN5 FOR 5333E OF WINDOW U5ED (51NGLE HUNG -5N, GA5EMENT- G5MT, OR FIXED GLA55- F.G.) — - 150 STATE STREET EAST j OU MAR, MORMA 34677 v r M.C. 813. 92.5. 1300 TEL ay 813. 925, 1800 FAX i W W W.DAVISBEWS COM M. BATH TANWA • DEIN VEIZ -4x6-8 9' 4" `^ -� EST. 1994 F� AFD CLG. o v NG TEMP. GL. ENCL. O )ER ON 42" H. LOW WALL 3 a N. TILE TILE 5EE TUB/5HOWER 4T SHOWER DETAILS VSEN jx DRYER W X F IF — 15W. _� 5pT7OVENT — — . I—Pi. WASHER J L DRYER AIR HANDLER UTIL 0 LINE5 FROM UPPER FLOOR FLAT CLG. 2.8x6-8 0 9'-4" CLG. 28co M W \ PWDR \ 9 4 CLG,cO HATCHING LEGEND FLU5HFRAME TO FURRING I IN5ULATE WALL L IN5ULATE I '� �■wr ENTRPLT. HT. AE3v. i a I Q� PAVERS ' I A � i FLAT HEADER T.O.M. AT 8'-0" AFF: 9'-4.. AFF: 11 0 J �� .,I I 10 2138 ad tuIRD f MAIN FLOO PLAN NOTES- $CALE: 1/4" - I'-0" GARAGE LEFT • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • x JOB NUMBER 25002.128 • CU too h0 � ISSUED 07-25-14 o REVISED 04-10-15 sm 04 cf) N Lo ?PJM `L. ��LL 0 0 `� v_a'0 o cOo E II`L_� C4 0. � p. -t0 � fA (� N 0 Zr�� • — - 150 STATE STREET EAST j OU MAR, MORMA 34677 v r M.C. 813. 92.5. 1300 TEL ay 813. 925, 1800 FAX i W W W.DAVISBEWS COM M. BATH TANWA • DEIN VEIZ -4x6-8 9' 4" `^ -� EST. 1994 F� AFD CLG. o v NG TEMP. GL. ENCL. O )ER ON 42" H. LOW WALL 3 a N. TILE TILE 5EE TUB/5HOWER 4T SHOWER DETAILS VSEN jx DRYER W X F IF — 15W. _� 5pT7OVENT — — . I—Pi. WASHER J L DRYER AIR HANDLER UTIL 0 LINE5 FROM UPPER FLOOR FLAT CLG. 2.8x6-8 0 9'-4" CLG. 28co M W \ PWDR \ 9 4 CLG,cO HATCHING LEGEND FLU5HFRAME TO FURRING I IN5ULATE WALL L IN5ULATE I '� �■wr ENTRPLT. HT. AE3v. i a I Q� PAVERS ' I A � i FLAT HEADER T.O.M. AT 8'-0" AFF: 9'-4.. AFF: 11 0 J �� .,I I 10 2138 ad tuIRD f MAIN FLOO PLAN NOTES- $CALE: 1/4" - I'-0" GARAGE LEFT • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • JOB NUMBER 25002.128 • CAD FILE NAME LOT 55 ISSUED 07-25-14 REVISED 04-10-15 11111 • z `. � . by� � +ret• �„^ D_ ..�"y ~4 Y ®� ' �c w WL DAVISI BEWS DESIGN GROVP — - 150 STATE STREET EAST j OU MAR, MORMA 34677 v r M.C. 813. 92.5. 1300 TEL ay 813. 925, 1800 FAX i W W W.DAVISBEWS COM M. BATH TANWA • DEIN VEIZ -4x6-8 9' 4" `^ -� EST. 1994 F� AFD CLG. o v NG TEMP. GL. ENCL. O )ER ON 42" H. LOW WALL 3 a N. TILE TILE 5EE TUB/5HOWER 4T SHOWER DETAILS VSEN jx DRYER W X F IF — 15W. _� 5pT7OVENT — — . I—Pi. WASHER J L DRYER AIR HANDLER UTIL 0 LINE5 FROM UPPER FLOOR FLAT CLG. 2.8x6-8 0 9'-4" CLG. 28co M W \ PWDR \ 9 4 CLG,cO HATCHING LEGEND FLU5HFRAME TO FURRING I IN5ULATE WALL L IN5ULATE I '� �■wr ENTRPLT. HT. AE3v. i a I Q� PAVERS ' I A � i FLAT HEADER T.O.M. AT 8'-0" AFF: 9'-4.. AFF: 11 0 J �� .,I I 10 2138 ad tuIRD f MAIN FLOO PLAN NOTES- $CALE: 1/4" - I'-0" GARAGE LEFT • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • — — — r�rrrrrr.r • JOB NUMBER 25002.128 u 8 -2II M.O. u n I I CAD FILE NAME LOT 55 4 -0 5.10 12 -0 ISSUED 07-25-14 REVISED 04-10-15 ' �' ,� a •• ••• if: ® Ii,A ♦ N s !t( �• l.' FAMILY ROOM (TYP.) MASTER SUITE N 15'-2" e DAVIS BEWS _. DESIGN GROW N 150 STATE STREET EAST OLDSNAR, FLORIDA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEW&COM M. BATH TAMPA DELIVER. EST. 1994 C9 c1% N O (n DINING ROOM C) II _ Hyl -SII yl_bll 2140 11 tl_411 /_1_//111 ----- `� L--JL--J mUTIL L5 I OO � r-llVll M I � I \ 3' O 0 KITCHEN tee- 0! \� PWDR un rtolo r e M oI ' I II 1 II I I II 1 II I II I II I' ENTRY � I GARAGE REFER TO 5NEET 2A1 .FOR MAIN FLOOR PLAN NOTES Ln >OWNe _ --------------------- N m I 2138 J., J,1 .1 JK 10 .5 8, P,UILD�� 2' 8" 161-011 M.D. 21'-4" 8' 8" "a RTM MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = P-011 GARAGE LEFT • SHEET • K N w 0 r0 0 J 0) Y/N �N�M m >'=JrNi L, ` °��. 00 o:�c0 3�E LL �}I r N ) . tp 0 LOS 0��^ z r�rrrrrr.r • JOB NUMBER 25002.128 u 8 -2II M.O. u n I I CAD FILE NAME LOT 55 4 -0 5.10 12 -0 ISSUED 07-25-14 REVISED 04-10-15 ' �' ,� a •• ••• if: ® Ii,A ♦ N s !t( �• l.' FAMILY ROOM (TYP.) MASTER SUITE N 15'-2" e DAVIS BEWS _. DESIGN GROW N 150 STATE STREET EAST OLDSNAR, FLORIDA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEW&COM M. BATH TAMPA DELIVER. EST. 1994 C9 c1% N O (n DINING ROOM C) II _ Hyl -SII yl_bll 2140 11 tl_411 /_1_//111 ----- `� L--JL--J mUTIL L5 I OO � r-llVll M I � I \ 3' O 0 KITCHEN tee- 0! \� PWDR un rtolo r e M oI ' I II 1 II I I II 1 II I II I II I' ENTRY � I GARAGE REFER TO 5NEET 2A1 .FOR MAIN FLOOR PLAN NOTES Ln >OWNe _ --------------------- N m I 2138 J., J,1 .1 JK 10 .5 8, P,UILD�� 2' 8" 161-011 M.D. 21'-4" 8' 8" "a RTM MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = P-011 GARAGE LEFT • SHEET • � IIS ......_._ _, _._... ..._.... __- 3050 5H. HD. AT T-8° 3050 5H. * EGRE65 HP. AT T-8" 2 - 4050 5.H. HD. AT T-8" A5v. 2ND F.F. a IIQ CA BEDROOM 2 11'-10"x10'-4„ 9'-0" FLAT CLG. I BONUS ROOM 14'-10"x16'-4 9'-0" FLAT CLG. "' 4 9-011F 36"x22" A T CLG. I ATTIC I M ACCESS BATH 2 2-6x68 �----J u 9.0 mr' CLG. Q 813. 925.1800 FAX �[i WWW.DAVISBEWS.COM TAMPA • DENVER.. TO FST. 1994 SHOWER i a V �� ;b r — _ — PROVII)E J, PAN ANI) [)RAIN BEDROOM 5 I a �� I :A.H: uNpR A.H.U. Q 12'-6"x10'-6" I L — — J 9'-0" FLAT CLG. I 24" N. 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VERIFY ROUGH OPENINGS FOR ALL WINDOW5, w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- FG.) CLG. Q 813. 925.1800 FAX �[i WWW.DAVISBEWS.COM TAMPA • DENVER.. TO FST. 1994 SHOWER i a V �� ;b r — _ — PROVII)E J, PAN ANI) [)RAIN BEDROOM 5 I a �� I :A.H: uNpR A.H.U. Q 12'-6"x10'-6" I L — — J 9'-0" FLAT CLG. I 24" N. AIC 42" H. PLATFORM LOW WALL rus/ SHOWER GLG. BATH 3 2-6x6-8 CLG. eaLu Q) ci '"m CLG.cem BEDROOM, 3 1 ax6 a CPT. TIz4x6 a M 11 -0 x11 -2 BFI). 0 9'-0" FLAT CLG. m -- RIS GLG. I a rvoo R/5 0 1 3050 5H. BEDROOM 4 HI), AT T-8" I 11'-0"x11'-6" T �� 9'-0" FLAT CLG. I I I 1 I 3050 SH. HI),RE5b I I PLAN [)IMEN51ON5 15.15 AA �ui�r�iNc 3A3 >.v %0l UPPER FLOOR PLAN NOTES GARAGE x m w CAD FILE NAME LOT 55 Cro Lo O J 0 h = a •. . 0) c N0 ca � Z a 2 0' 0000) >•;JM a, 61. L °1�• DAVIS BEWS 00 ro� h ;o m -ON DESIGN GROVP 0 C 3>� E LL 813 925 1300 TEL a=L+ 0 .. W ro� 0-20 z CLG. Q 813. 925.1800 FAX �[i WWW.DAVISBEWS.COM TAMPA • DENVER.. TO FST. 1994 SHOWER i a V �� ;b r — _ — PROVII)E J, PAN ANI) [)RAIN BEDROOM 5 I a �� I :A.H: uNpR A.H.U. Q 12'-6"x10'-6" I L — — J 9'-0" FLAT CLG. I 24" N. AIC 42" H. PLATFORM LOW WALL rus/ SHOWER GLG. BATH 3 2-6x6-8 CLG. eaLu Q) ci '"m CLG.cem BEDROOM, 3 1 ax6 a CPT. TIz4x6 a M 11 -0 x11 -2 BFI). 0 9'-0" FLAT CLG. m -- RIS GLG. I a rvoo R/5 0 1 3050 5H. BEDROOM 4 HI), AT T-8" I 11'-0"x11'-6" T �� 9'-0" FLAT CLG. I I I 1 I 3050 SH. HI),RE5b I I PLAN [)IMEN51ON5 15.15 AA �ui�r�iNc 3A3 >.v %0l UPPER FLOOR PLAN NOTES GARAGE • JOB NUMBER 25002128 • CAD FILE NAME LOT 55 ISSUED 07-25-14 REVISED 04-10-15 = a •. ca � Z a : ` G{ • �•w a, DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813 925 1300 TEL CLG. Q 813. 925.1800 FAX �[i WWW.DAVISBEWS.COM TAMPA • DENVER.. TO FST. 1994 SHOWER i a V �� ;b r — _ — PROVII)E J, PAN ANI) [)RAIN BEDROOM 5 I a �� I :A.H: uNpR A.H.U. 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HI),RE5b I I PLAN [)IMEN51ON5 15.15 AA �ui�r�iNc 3A3 >.v %0l UPPER FLOOR PLAN NOTES GARAGE VERIFY THESE CRITICAL DIMEN51ON5 TO ENSURE WINDOWS ARE CENTERED ON OPENING BELOW - 30' -0" II' -Il" JOB NUMBER 25002.128 • CAD FILE NAME LOT 55 1' 6" 2'-6" ISSUED 07-25-14 REVISED 04-10-15 Z ak•..�., (� `•,.•t� �. � w.. i ,..� ate.. >� i r • ti d+M� K .y4 Y r DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OUXMAR, FLORIDA 34677 813 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 V) r O q;r0 0 z 0Lr) o Lr) F >M 0 �cr IJ 2138 # IS " 1,58 7 OiL UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT X f0 C 0 ro O J N� 2N�M L. >JM LL 0 0 J O 0 c IS jL to i 0 0 . ■ r 0 r � Z r 0q JOB NUMBER 25002.128 • CAD FILE NAME LOT 55 1' 6" 2'-6" ISSUED 07-25-14 REVISED 04-10-15 Z ak•..�., (� `•,.•t� �. � w.. i ,..� ate.. >� i r • ti d+M� K .y4 Y r DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OUXMAR, FLORIDA 34677 813 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 V) r O q;r0 0 z 0Lr) o Lr) F >M 0 �cr IJ 2138 # IS " 1,58 7 OiL UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT it TREADS AT 10.00" EACH F ER-STAIR PROTECTIONGE55IBLE SPAGE UNDER 51AIR5 SHALLSTAIR SECTION NDER-STAIR SURFACE AND ANY 5OFFIT SCALE: I/4" THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM B.C. 2010 RE51DENTIAL CODE R302.1 s a cz a 0 C x w 110 Co ''Lo to 42" H. 36" H. CONTINUOUS LOUT WALL GRA5PABLE �+ L >JM RAILING 3/4" PLYWD, BEAM DECKING � Uttv _6) E0 LINE OF 6'-8" MIN, BEAM p 0 2 10 O r 0 }� ZV2� HEAD CLEARANCE FLOOR FLOOR SYSTEM 5Y5TEM 10.00" 2x 5TRINGER5 42" H. (TYP.) F — LOW WALL -- —I I" N051NG i (TYP.) I I LINE OF s x s I I DOOR IN "•I 2x TREADS AND FOREGROUND I Ix R15ER5 ITYP) it TREADS AT 10.00" EACH F ER-STAIR PROTECTIONGE55IBLE SPAGE UNDER 51AIR5 SHALLSTAIR SECTION NDER-STAIR SURFACE AND ANY 5OFFIT SCALE: I/4" THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM B.C. 2010 RE51DENTIAL CODE R302.1 s a cz a 0 ola JOB NUMBER 25002.128 a CAD FILE NAME LOT 55 ISSUED 07-25-14 REVISED 04-10-15 ��r��m1111dr®�� Atr� <y •a®away®a®a clj a Ck.Z. i _pp DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA a DERIVER. EST. 1994 C)r Nr 0 0 0 V) rym 0 Lr) o Lr) i J F- >= J <- 2138 G� CrJ PLAN DETAILS- 5CALE: 1/4" = I'-0" GARAGE LEFT C x w 110 Co ''Lo to � t% 0 t0/� O N �+ L >JM L �' ° E 0 0J�o 0�c0 � Uttv _6) E0 p 0 2 10 O r 0 }� ZV2� ola JOB NUMBER 25002.128 a CAD FILE NAME LOT 55 ISSUED 07-25-14 REVISED 04-10-15 ��r��m1111dr®�� Atr� <y •a®away®a®a clj a Ck.Z. i _pp DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA a DERIVER. EST. 1994 C)r Nr 0 0 0 V) rym 0 Lr) o Lr) i J F- >= J <- 2138 G� CrJ PLAN DETAILS- 5CALE: 1/4" = I'-0" GARAGE LEFT 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RA16ED 6AND FIN15H TEXTURED BANDING NOTE: THICKNE65 OF TEXTURE[) FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. R',E51DENTIAL CODE 8103.6.1 AND 3/4 ASTM C926. IN6TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.62. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- I'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITE, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHE6 ABOVE THE FIN15HED GRADE OR 6URFACE BELOW„ THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN115HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOW6 6HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 6UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN16HED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER E.B.C. 2010 RE6IpENTIAL CODE 86123 6V Z6HINGLE Q6 --•----- ROOF 12 G.C. VERIFY 6� 12 ALUMINUM OVER 6D SHINGLE 2x6 5U5-FA5CIA ROOF PLT. HT: (TYPICAL) PLT. HT, - DAVIS BE 4"BANDING ITYPJ DESIGN GP.OVP 1'4' W. x 5'-0" H. 16TUCCO S7UCG0 Iso STATE STREET EAST DECORATIVE FINISH �- FINISH -- I'-4" W. x 5'-0" H. 13 9R, 0 FLOR<DA 34677 FIXED SHUTTER DECORATIVE 8TEL 813 925 1800 FAX FIXED SHUTTER WWW.DAVISBEWSCOM 5HINGLE * TAMPA • DENVE – ROOF - —�� EST. 1994 �o N 12 4" BANDING 6 � L SN INGLE 12 ITYPJ SECOND FF. LINE ROOF? Q6 SECOND FF. LINE 1'-0" BANDING t, ~ T.O.M. T.O.M. «CDi 6" BANDING 6" BANDING 4" BANDING TEXTURED D❑❑❑❑❑❑❑ TEXTURED �. FINISH FINI5H a' BANDING ❑ — BANDING MAIN FF. LINE = MAIN F.F. LINE — — - — N71 1 OG GOPYRIGHT 2014, TAYLOR MORR16ON �l ra � ELEVATION "A'' GARAGE LEFT • JOB NUMBER 25002.128• CAD FILE NAME LOT 55 x m w ISSUED 07-25-14 0 ■w 00 3� Em Lo LoO J Lo 0) J I� N. 0) 2N�M N JM ?Lm 6 LL ro` 0:� 0 1 5;.cqM C 0 �W ZG20ju REVISED 04-10-15 ;�v 6V Z6HINGLE Q6 --•----- ROOF 12 G.C. VERIFY 6� 12 ALUMINUM OVER 6D SHINGLE 2x6 5U5-FA5CIA ROOF PLT. HT: (TYPICAL) PLT. HT, - DAVIS BE 4"BANDING ITYPJ DESIGN GP.OVP 1'4' W. x 5'-0" H. 16TUCCO S7UCG0 Iso STATE STREET EAST DECORATIVE FINISH �- FINISH -- I'-4" W. x 5'-0" H. 13 9R, 0 FLOR<DA 34677 FIXED SHUTTER DECORATIVE 8TEL 813 925 1800 FAX FIXED SHUTTER WWW.DAVISBEWSCOM 5HINGLE * TAMPA • DENVE – ROOF - —�� EST. 1994 �o N 12 4" BANDING 6 � L SN INGLE 12 ITYPJ SECOND FF. LINE ROOF? Q6 SECOND FF. LINE 1'-0" BANDING t, ~ T.O.M. T.O.M. «CDi 6" BANDING 6" BANDING 4" BANDING TEXTURED D❑❑❑❑❑❑❑ TEXTURED �. FINISH FINI5H a' BANDING ❑ — BANDING MAIN FF. LINE = MAIN F.F. LINE — — - — N71 1 OG GOPYRIGHT 2014, TAYLOR MORR16ON �l ra � ELEVATION "A'' GARAGE LEFT • JOB NUMBER 25002.128• CAD FILE NAME LOT 55 ISSUED 07-25-14 REVISED 04-10-15 • • • ff i �q Nis 6V Z6HINGLE Q6 --•----- ROOF 12 G.C. VERIFY 6� 12 ALUMINUM OVER 6D SHINGLE 2x6 5U5-FA5CIA ROOF PLT. HT: (TYPICAL) PLT. HT, - DAVIS BE 4"BANDING ITYPJ DESIGN GP.OVP 1'4' W. x 5'-0" H. 16TUCCO S7UCG0 Iso STATE STREET EAST DECORATIVE FINISH �- FINISH -- I'-4" W. x 5'-0" H. 13 9R, 0 FLOR<DA 34677 FIXED SHUTTER DECORATIVE 8TEL 813 925 1800 FAX FIXED SHUTTER WWW.DAVISBEWSCOM 5HINGLE * TAMPA • DENVE – ROOF - —�� EST. 1994 �o N 12 4" BANDING 6 � L SN INGLE 12 ITYPJ SECOND FF. LINE ROOF? Q6 SECOND FF. LINE 1'-0" BANDING t, ~ T.O.M. T.O.M. «CDi 6" BANDING 6" BANDING 4" BANDING TEXTURED D❑❑❑❑❑❑❑ TEXTURED �. FINISH FINI5H a' BANDING ❑ — BANDING MAIN FF. LINE = MAIN F.F. LINE — — - — N71 1 OG GOPYRIGHT 2014, TAYLOR MORR16ON �l ra � ELEVATION "A'' GARAGE LEFT ------------------------------------ 6: 12 -- 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING s NOTE: z TH15 DETAIL SHOWS THE TYPICAL THICKNESS o w OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE x > APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT 71 -` * �k THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R1031o.1 AND 3/411 ASTM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 12 E6 SHINGILE 6� ` 6 ROOF SHINGLE 12 E 6 ROOF 7 PLT. HT. / PLT. HT. - - - PLT. HT. _ STUCCO _ � FINISH I x (a 6:12 I UPPER ROOF I I VENT REQUIREMENTS G.C. VERIFY THAT 305.68 5Q. IN. "' �- F i OF VENTILATION THROUGH UPPER -6-12 i 2/3 OF ROOF IS ACQUIRED. VERIFY QUANTITY OF ROOF VENTS nc I REQUIRED, PER MANUFACTURER'S 6PECIFICATION5 OF NET FREE I I AREA PER VENT. I ti� I I I I 1 I �e I 6:12 I SADDLE --------------- --- 6:12 I -•F-- I �Qi eLu 6:12 �II �1 - 2 L 6-12 ---r---------- Q I � I I I GARAGE ROOF VENT REQUIREMENTS f i G.G. VERIFY THAT 91.68 5Q. IN, 1 OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. - I I VERIFY QUANTITY OF ROOF VENTS -----------.--- ------------- REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE II -01 AREA PER VENT. TYP. OVERHANG AT HIP AA (U.N.D.) 3A3 ROOF PLAN SCALE: 1/8" = I'-0" 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING s NOTE: z TH15 DETAIL SHOWS THE TYPICAL THICKNESS o w OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE x > APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT 71 -` * �k THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R1031o.1 AND 3/411 ASTM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 12 E6 SHINGILE 6� ` 6 ROOF SHINGLE 12 E 6 ROOF 7 PLT. HT. / PLT. HT. - - - PLT. HT. _ STUCCO _ � FINISH o STUCCO «� FIN15H 811 /HINGLE 2 JOB NUMBER 25002.128 • SECOND F.F. LINE SECOND FF. LINE ROOF _SECOND FF. LINE CAD FILE NAME LOT 55 - - ISSUED 07-25-14 T.O M. _ T.O M. T.O.M. _ ____ REVISED 04-10-15 M n,r11111116t� aT /TEXTURED TEXTURED` '�i FIN15H 7 FIN15H 7 2'-m° s ' ��- ®• . ®� N g �l MAIN FF. LINE _ _ _ _ _ _MAIN FF. LINE _ _ _ _ _ _ MAIN FF. LINE _ 3' �+1 ,..: • °� :, CL GRADE LINEIZ . .� (ASSUMED) ®' •` LEFT ELEVATION SCALE: 1/8" = I'-0" DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORmA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEW&COM TAMPA • DENVER. 12 12 SHINGLE EST. 1994 ROOF PLT: HT. PLT. Hr. C) e /STUCCO «, Q; SECOND F.F. LINE_ SECOND F.F. LINE T.O.M. _ T.D.M.ui TEXTURED TEXTURED FINISH FIN15H ` 6• L MAIN FF. LINE TEMP.MAIN F.F. LINE GRADE LINE (ASSUMED) 0 REARELEVATION co 0 . Ln .. SCALE: I/8" . I'-OI'. ce 0 No 0 12 6� 12 6 12 61212 /SHINGLE ' 6� ROOFF 7 PLT. HT. / _ PLT. HL_ TEMP. Q, /5TUCCO 6Ln 12 FINISH /SHINGLE / SECOND FF. LINE— - SECOND FF. LINE T.OMROOF. 7 T.O.M. zt /TEXTURED /TEXTURED _ FIN15H FINISH TEMP. • MAIN FF. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) 2138 RIGHT ELEVATION SCALE: 1/8" _ ('.011 ,o - 1587 ELEVATION GARAGE LEFT I x (a C roto 0 J � MN' oN`/c0 �. >_; U. JM O 0 ro� �D Jho E _OmC0 FL � rcm 0. 6u) iN +� z° o STUCCO «� FIN15H 811 /HINGLE 2 JOB NUMBER 25002.128 • SECOND F.F. LINE SECOND FF. LINE ROOF _SECOND FF. LINE CAD FILE NAME LOT 55 - - ISSUED 07-25-14 T.O M. _ T.O M. T.O.M. _ ____ REVISED 04-10-15 M n,r11111116t� aT /TEXTURED TEXTURED` '�i FIN15H 7 FIN15H 7 2'-m° s ' ��- ®• . ®� N g �l MAIN FF. LINE _ _ _ _ _ _MAIN FF. LINE _ _ _ _ _ _ MAIN FF. LINE _ 3' �+1 ,..: • °� :, CL GRADE LINEIZ . .� (ASSUMED) ®' •` LEFT ELEVATION SCALE: 1/8" = I'-0" DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORmA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEW&COM TAMPA • DENVER. 12 12 SHINGLE EST. 1994 ROOF PLT: HT. PLT. Hr. C) e /STUCCO «, Q; SECOND F.F. LINE_ SECOND F.F. LINE T.O.M. _ T.D.M.ui TEXTURED TEXTURED FINISH FIN15H ` 6• L MAIN FF. LINE TEMP.MAIN F.F. LINE GRADE LINE (ASSUMED) 0 REARELEVATION co 0 . Ln .. SCALE: I/8" . I'-OI'. ce 0 No 0 12 6� 12 6 12 61212 /SHINGLE ' 6� ROOFF 7 PLT. HT. / _ PLT. HL_ TEMP. Q, /5TUCCO 6Ln 12 FINISH /SHINGLE / SECOND FF. LINE— - SECOND FF. LINE T.OMROOF. 7 T.O.M. zt /TEXTURED /TEXTURED _ FIN15H FINISH TEMP. • MAIN FF. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) 2138 RIGHT ELEVATION SCALE: 1/8" _ ('.011 ,o - 1587 ELEVATION GARAGE LEFT 3 TAB 25 YR SHINGLE ON 15# FELT OVER RODE SHEATHING SPECIFIED ON NAILING 7- SCHEDULE ROOF OVER PRE-ENGINEERED x co ROOF TRUSSES 0 24" D.C. 12 HURRICANE STRAP PER PITCH AS ROOF FRAMING PLAN PER 0 LEV. - 50# PELT OVER METAI FLASHING BRC. HIT. ALUM. DRIP EDGE 2x6. x6. FASCIA �VENTFD ALUM. SOFFIT SHEATH & EXT FINISH i SHINOUE ROOF Fli R C(DNTRACT 5%5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES S-IINGLE PER CON TR ACT GIRDER ro 12 ll� -1 12 _�Irb GIRDER TRU65 TRU65 ROOF TRU55E5 AT 24" O.C.- 12 12 6 (TYPICAL) BR. 5 BR. 3 11 0 1 12 SAND FINISH TEXTURED BANDING 7- uu x co C 100 LO 0 I - cq do Lu oM JOB NUMBER 2,5002.128 tom C4 co .- , / FLOOR SYSTEM Lm .>:.- 0 gj C', co CAD FILE NAME LOT 55 L. lan Q) IL • TYPICAL VALLEY FLASHING DETAIL ISSUED 07-25-14 00 mG BEAM N.T.S. aaaaI 8:� c '0 TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER W11H E 5:= 0 FLASHING TO FORM WATER SHEDDING LAPS > 0 '" 0,6. CO Ft ASHING 0 Z G 2,t0 FAMILY ROOMC�-j 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEAPLP 10 GARAGE TC= av 10 SAND FINISH TEXTURED BANDING 7- uu 6 uiKL)rr, ROOM A I - - ROOF TRU55E 5 TRUSS AT 24" O.C. - Lu JOB NUMBER 2,5002.128 08L, HEADER / FLOOR SYSTEM (TYPICAL) CAD FILE NAME LOT 55 DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL ISSUED 07-25-14 REVISED 04-10-15 BEAM N.T.S. BEAM-/ TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER W11H CORNERS THROUGH FLASHING TO FORM WATER SHEDDING LAPS KIT. KIT. Ft ASHING 1111 T 00 FAMILY ROOMC�-j 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEAPLP 10 GARAGE TC= av 10 C4 FXTFRIOR ALLOW FOR FLASHING INSTALLATION DINING , RESISTIVE BARRIER SHEATHING A. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER S/s WALL PER PLAN TAPE Li SILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 4-A R9 Yo am, CL__ C.1- j -.4 2 AND SEAL WITH WEATHER RESISTIVE BARRIER ]APE •1 SECTION AA WEATHER RESISTIVE Ili SCALE: 1/6' 1411 (ASSEMBLED WINDOW _0 11/2" THICK 2 DAVIS BEWS BARRIER SAND FIN15H Vp DESIGN GROVP KEYSTONE (IF APPLICABLE) 150 STATE STREET FAST RAISED FLASHING, OLDSMAK, FLORIDA 34�677 SILL PLATE $13 925 1300 TEL SAND FINISH TEXTURED BANDING 7- WINDOW FLASHING AS REQ'D Ix4 WINDOW TRIM O Lu 08L, HEADER / TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WEATHER .....-FOLD UP WEATHER MECHANICALLY FASTEN RESIST RESISTIVE BARRIER & RESISTIVE 1EMPOR AS NECESSARY IN BARRIER ARIT Y SECURE TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER W11H CORNERS THROUGH FLASHING TO FORM WATER SHEDDING LAPS jy�FOLD UP WEATHER Ft ASHING 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEAPLP 10 RESISTIVE BARRIER & I"LMPORARILY S&..CLJRE WEATHER FXTFRIOR ALLOW FOR FLASHING INSTALLATION RESISTIVE BARRIER SHEATHING A. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER S/s WALL PER PLAN TAPE SILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER ]APE WEATHER RESISTIVE (ASSEMBLED WINDOW 2 BARRIER 2 FLASHING, SILL PLATE ]DO (1LTA FOR OPTIC 5) L- NOT FLASH OVER BOTTOM NAILING FLANGE.', (4) CORNER PATCH 5"x5" METAL FLASHING /TAR BETWEEN HEAD F.ASWING TIE-IN INSTRU( 4ONS: RUN KICKOUT FILASI-IING 6" i FILAS INJGAN . HINGL NOTES: PAST EDGE OF ROOF - 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1, FLASHING TO BE FLEXIBLE SELF- ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) FLASHING ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESIS`DVE BARRIER FROM TOP OF Fl.,ASHING WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER NOTES: 1 INSTAU FLASHING IN ORDER AS SHOWN BY NUMBERS 3. F'Ot 'D WEATHER RESISTIVE1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS (wN. 6" WIDE) TYPICAL ROOF TO WALL FLASHING DETAIL 2, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. PLAN MEW TYPICAL WINDOW FLASHING DETAIL 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S. 2 I ;�=a_2.0 .8 01Q_ RE LN. IEXIEJ�IOR WALLS SHAL-I PROVIDE IHE BUILIDNG WIll-i A WEATI FER-RESISTANr EXIERIOR WALL ENVELOPE. I1flE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, FBRC. THE EXTERIOR WAIl ENVELOPE SHALL BE DESIGNED AND CONSTR�UCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF 'WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.7. ALL EXTERIOR FINISHES OPTION- SHALL BE AF'LIED IN ACCORDANCE WIFH. IHE MAINUFACIURIER'S SPECIFICAIIOIAS OR INSTALLATION INSTRUCTIONS. FLASHING ASPHALF SATURATED FELT FREE 'FROM HOLES AND BRLAKS, WEIGHING NOI LESS THAN 14 POUNDS I ER 100 SQUARE FEE[ (0.683 kg/rn12) AND COMPLYING WITH ASTM D WOODEN 226NOR OTI-IER APPROVED WE,�,TlIER---RE�-,,I'--,)TAN'T MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WAILS AS REQUIRED BY TABLE 8703.4. SUCH SIDING FEI I OR MATERIAL SHIALL. BE APPLIFID HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE I OWFR I A)'FR NOT LESS THAN 2 INCHES (51rnm). WHERE JOINTS CO"IG 'UR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 rnrn). SILL PLATE SEE NOTE # APPROVED CORROSION -RESISTIVE FLASHIN13 SHALL BE F'ROV0ED IN THE EXTERIOR WALL ENVELOPE IN A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLA']�HING SilALL EXTEND TO TI iE SURFACE OF THIE EXTERIOR WALL FINISH AND WALL SHEATHING ) SHALL BE INSTALLED TO PREVENI WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. AI_ PROVED CORROSION-- RESISTANT FLASI-ilING SHALL BE INSTALLED AT ALL OF NOTES: THE FOLLOWING LOCATIONS: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6- WIDE) 2. REMOVE WEATHER RESISTIVE BAR RIER FROM TOP OF WINDOW SILL PLATE D T ]'HAT SELF-- FLA SI-IING WINDOWS IAVING A CONTINUOUS 1, AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUC:H A MANNER AS TO BE LEAKPROOF, EXCEPT FLASHING AS SHOWN ABOVE Z LAP OF NOT LESS THAN '1 1/8 INCHES (28rrrn) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE 3. INSTALL SILL ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO Bl"" OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL., 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 2. AT THE INTERSECTION OF (_>-IhMNEYS OR Ol'IlER MASONRY CONS TRUCTION WITH FRAME OR STUCCO WALLS, WITH PfROJECTING LIPS ON BOTH SIDES UNDER STUCCO 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS COPINGS. 3. UNDER AND AT "INE ENDS OF MASONRY, WOOD ( _)R METAL COPINGS AND SIl I - `.S. TYPICAL FLASHINQ DEJAIL AT 5ILL PLATE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIR ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD...-FRAVIE CONSTRUCTION. N.T.S. 6. AT WALL AND (ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. ......... ...... .... .. . . ...... . ........ ........... . . ...... ... . ........ ... . . ............. . . ..... .. ............. SAND FINISH TEXTURED BANDING =iH THICKNE65 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL FCODE R103,6.1 AND 3/411 A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO 15E PER 2. A 2010yy F.B.C.RESIDENTIAL CODE R103,61 AND ASTM C 1063, 813, 925.1800 FAX WWWDAVISBEWS.COM TAMPA 9 DENVER EST. 1994 V) mm C) 41M TT r. CROSS-SECTION ION Or RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 0 SCALE: 3" = 1'-0" 0 z 0 SHEATHING PER PLAN 150 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNESS 4 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD FRAME/MA5ONRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2" BELOW GMU 2 METAL OR PLASTIC EXPANSION JOINT III FROM TOP OF CMU 5/8" STUCCO OR GEMENTIOU5 COATINGS OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU 2138 0 TI TLE • WEEPSC REED DETAIL BUILDING SECTION PER M.C.D. ENGINEERING SCALE: 31' -- 1'-0" FLASHING DETAIL DETAILS #15-1587 0 SHEET • GARAGE LF II ly- imi 0 7- O Lu �u_ x LLI =iH THICKNE65 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL FCODE R103,6.1 AND 3/411 A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO 15E PER 2. A 2010yy F.B.C.RESIDENTIAL CODE R103,61 AND ASTM C 1063, 813, 925.1800 FAX WWWDAVISBEWS.COM TAMPA 9 DENVER EST. 1994 V) mm C) 41M TT r. CROSS-SECTION ION Or RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 0 SCALE: 3" = 1'-0" 0 z 0 SHEATHING PER PLAN 150 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNESS 4 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD FRAME/MA5ONRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2" BELOW GMU 2 METAL OR PLASTIC EXPANSION JOINT III FROM TOP OF CMU 5/8" STUCCO OR GEMENTIOU5 COATINGS OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU 2138 0 TI TLE • WEEPSC REED DETAIL BUILDING SECTION PER M.C.D. ENGINEERING SCALE: 31' -- 1'-0" FLASHING DETAIL DETAILS #15-1587 0 SHEET • GARAGE LF II ly- imi 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P, WEATHERPROOF DUPLEX OUTLET — — — Oix.l. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET F� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 0 220 VOLT OUTLET I WALL SWITCH WALL GF.I. WI'. 13 THREE-WAY SWITCH T. G.F.I. 14 FOUR-WAY SWITCH D DIMMER SWITCH s �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE A/C WALL MOUNTED INCANDESCENT LIGHT FIXTURE DISCOPN. RECE56ED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN O TRACK LIGHT ® M#En FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN FAMILY ROOM ; i ROUGH -IN EXHAUST FANLIGHT COMBINATION � I FOR OPT. ®D ELECTRIC DOOR OPERATOR (OPTIONAL) i * * ROUGH -IN J FAN/LIGwT gi G.C. VERIFY LOCATION FOR OPT. DATA- ® CHIMES (OPTIONAL) FANLIGHT PUSHBUTTON SWITCH (OPTIONAL) FOR CEILING FANS \% G.C. VERIFY LOCATION FOR CEILING FANS PRE -WIRE GL. VERIFY LOCATION OF ELECTRICAL OUTLET INT. NON WET AREA ELECTRRICAL < 0 DUPLEX CONVENIENCE OUTLET pAT4� DUPLEX OUTLET ABOVE COUNTER -- PORT.r: WEATHERPROOF DUPLEX OUTLEt .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF SIUITCHED n1101 r -V OUtl CT ROUGH -IN 25002.128 - --� FOR OPT. FAN/LIGHT ISSUED SPECIAL PURPOSE OUTLET C 0 r0 04-10-15 DUPLEX OUTLET IN FLOOR -1 �T o 220 VOLT OUTLET BEDROOM 2 1 WALT. SWITCH � 13 THREE-WAY SWITCH o =.JLL M 14 FOUR-WAY SWITCH ID DIMMER SWITCH 12 � J � n0 00 N : tl C O CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �-UP IGHTS � o .- WALL MOUNTED INCANDESCENT LIGHT FIXTURE � z`r�0v RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN +p. BATH 2 C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) AISC� — — o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR WALL( I so SMOKE DETECTOR SMOKE / CARBON MOND. COMBO DETECTOR FQ TELEPHONE (OPTIONAL.) W.P. ,O, M TELEVISION (OPTIONAL) THERMOSTAT pi ELECTRIC METER Am ELECTRIC PANEL -� DISCONNECT $WITCH SPEAKER (OPTIONAL) c1> ROUGH -IN FOR OPT. CEILING FAN BATH 3 HORIZ c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP, GJ ROUGH -IN FOR OPT. CEILING FAN LIGHTS NOTES- OTESI. I.PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I) A$ INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. > 2. UNLESS OTHERWISE INDICATED, INSTALL 'SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE- .1411(UNLESS ABV COUNTERTOP) TELEVISION.. 1411 3. ALL SMOKE DETECTORS SHALL BE HARIDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE T AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. J 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. :DROOM 4 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 GF.C.I. PROTECTED 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NRP.A.10A-05, NEL, 2006, 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 15 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. JOB NUMBER 25002.128 CAD FILE NAME • x m w ISSUED 07-25-14 C 0 r0 04-10-15 -1 �T o N, rl N 0 � o =.JLL M 12 � J � n0 00 N : tl C O E0 LL rod, � o .- � z`r�0v JOB NUMBER 25002.128 CAD FILE NAME LOT 55 ISSUED 07-25-14 REVISED 04-10-15 38 rSANro,.,,RD Al 58 7 UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OWWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER- EST. 1994 � 38 rSANro,.,,RD Al 58 7 UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58, 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE- OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: MASONRY WALL CONSTRUCTION A)BALCOs = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORC EMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X'' BRACING ALONG TRUSS SPAN @ 10-0 MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM#1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -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 $E USED I L O PEMANENT CLB IF IT EXTENDS MIN 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11 .1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN,) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI 6TRUSSWAY 1/29/2015 CREATED ELEV. C 'W/ OPTIONAL LANAI w/ TRUSSES PER TB -39 7 4/16/2015 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS 1w/ BED ROOM PER TB -55 (TL/JV) CONSOLIDATION. 2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WIND SPEED (ULTIMATE) 139 mph BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOOD CONSTRUCTION DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 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 AREA (SQ FT) 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 VER 1" IN DIA FOR PLUMBING LINES ETC. SHALL BE REPAIRED WITH HOLES O, 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 OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST 5. OMITTED J -BOLT -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"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" NOT. J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR 6. MORTAR JOINTS MASONRY IS TO BE PRESSURE TREATED. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. WOODEN TOP PLATES. *'"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)" 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS COURSES FROM FIND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WITH THE LOWER EFFECTIVE AREAS. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG ENGINEERED LUMBER -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VERT. REINF. IN EA. CELL, CONT. PER PLAN. VALUES AS FOLLOWS: 7. OVERHANGING CMU WALL COLUMNS BEAMS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. E = 1,800,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. CELLS PER PLAN. = 00 Fb 25 -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES - Fb = 3000 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 ll= 3000 STRUCTURAL STEEL Fc= 900 Fc = 900 1 1 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fv = 285_ STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy Fv - 285 35 KSI. ALL OTHER STRUCTURAL &MISC. STEEL: A36 Fy=36 KSI. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 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. 1RESISTANT 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 UNO (LOW HYDROGEN). FILLET WELDS SHALL BE TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED W/ 3/g" UNO. SHOP ALL SHOP AND ERECTION DETAILS INC. PROFILES, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED 3. SUBMIT DWGS INDICATING 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 INCH ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA 4O Q w (+) 21.2 {+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 UJ (+) 19.0 (+) 19.0 50 (-) 20.8 0 23.9 (+) 18.0 - (+) 18.0 100 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 18.4 (+)17.7 O U z (-)20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,I 5 5 J✓ a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. a = END ZONE IS ONLY W/IN 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 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/ - 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). 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. J UHNF- z Q Z LA. Q 1= o F- z w w W z 0 = LU Z UJ 0 w 00.. 2 (D O U z � U z o Q W M 0 z W 11 _ W) LO a� ° O Z>O = O W J ~ W W U_ 0 O 0 OF 1 o w -0 en z0 0 W w N LU 1 W U Z _ aa= W O it Q H F_ v z Lq a - 11111117B1�'' CL .7 °�°°°•®o°°°® Ln Z z A%SA pJ, CINJ U I° -gig 'jr Q o 00 00,000 LL cz 0) A 11- w :5 0.. y U 0 O I � z cl /1 !! J o a CL ( 0 LLOZ o�;�,c U) U O CL O O Q Q L U W � VJ U) D Z IL OW w$n z NOM O C-6 QZU) ar U J Z Ooh AM N o LU o� g _ D Z Qd�''I E r O' �-- U �_) uj W UHNF- z J Z LA. Q 00 o F- 0 Q w W z W = UJ U) 00.. 2 (D z Q O 0 z W 11 _ W) LO a� ° < Z>O = O W J ~ W W O 0 OF 1 o w -0 en z0 r100 W Co W w z H U Z _ aa= W it Q H F_ v 11 ry H L7 STRUCTURAL ENG CFG / BED J....._:_ Q - - DRAFTING. F-- z -STRUCT: JV 0 QC CHECK: CC � JOB No. TM - 2150381 SAN , . ��- " D = SCALE: AS INDICATED of�RrM�� ~ DATE: 04/17/2015 1 w�. rHu MF01 VERIFY SD1 LOCATION .I I II I v MF01 ■ m SD1 MF06 I SD1 I II MFO1 ■ I T-6" 11'-2" SD1 .- - ---------------- - ----- Ij 0?I C\1 ■ 0'-0" FIN. FLR I Z O ZLL ■I H O 3112" THICK CONC. SLAB Wl 6X6 W11.4 XW11.4 I M F03 ® M - O SD1 WWF, OVER 6 MIL VAPOR BARRIER OVER M COMPACTED FILL. _–. p I -- SD1 -4" `V I _` M F07 } SD1 I Ia I LO C? -- —..�� I ■ o tp �� _ SD1 (C..; fir,.)co \ `` ■ Lo- oil - 01 N \ M \ _ fi-4" FIN. FL O �F o N .. 5� -4" FI . FLR 10 0 0 2.6 °° q L- n PAVERS co T-8 5'-0" 9'_8' 3'-538 2 958 2'-l"3'-4" 1® b 2 STORY FOOTING I L_ ■I 3 N MF02 I N SD1 ( ■ ■ L MF02 SD1 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. MF11 a ee EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). -4" FIN. FLR YSD ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". w�. rHu MF01 VERIFY SD1 LOCATION .I I II I v MF01 ■ m SD1 MF06 I SD1 I II MFO1 ■ I T-6" 11'-2" SD1 .- - ---------------- - ----- Ij 0?I C\1 ■ 0'-0" FIN. FLR I Z O ZLL ■I H O 3112" THICK CONC. SLAB Wl 6X6 W11.4 XW11.4 I M F03 ® M - O SD1 WWF, OVER 6 MIL VAPOR BARRIER OVER M COMPACTED FILL. _–. p I -- SD1 -4" `V I _` M F07 } SD1 I Ia I LO C? -- —..�� I ■ o tp �� _ SD1 (C..; fir,.)co \ `` ■ Lo- oil - 01 N \ M \ _ fi-4" FIN. FL O �F o N .. 5� -4" FI . FLR 10 0 0 2.6 °° q L- n PAVERS co T-8 5'-0" 9'_8' 3'-538 2 958 2'-l"3'-4" 1® b 2 STORY FOOTING I L_ ■I 3 N MF02 I N SD1 ( ■ ■ L MF02 SD1 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2, PROVIDE 3-1/2" CONC. SLAB W/ 6x6xVV1.4xVV1.4 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 ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONIC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 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 INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION <. 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS), IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE O12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. 2O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. .6 <8> 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. O36"06"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. .5 <8> 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. 4O 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA, WAY MIN (9) # 5 E.W. O60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. W W Ov SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT.#5 CONT, FTG, TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. MF13 MD01 SD1 MD011 SD2 SD2 101. 2'-8" 16'-0 2'-8" T-10" COMPACTION TEST 21'-4"8'-8" REQUIRED 11 2 STORY FOOTING Results to be Verified 30'-0,. at Slab Inspection F3UIL 0 FOUNDATION PLAN '1 5 8 7 1/411= 1 Iw0VI COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. 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COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING. & DESIGN, O 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 O 3 12d TOENAILS O 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) BWZ 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. ATTACH KING STUD TO HEADER w/(8) BW4 D _ (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. 12 OR ENDNAILS OR ENDNAILS UPLIFT ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. BW5 12 1/2" THREADED ROD @ 48" O.C. ADJUST ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING F SEE PLAN FOR WALL WIDTH 1/2" THREADED ROD @ 48" O.C. 1160 If 3rd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS p 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. GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. %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 3"0"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS R T E LED E T THE PLATE A D THE X BASE PLATE CAN ARE O NAI / ENDNAIL D ON 2 BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) OD (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O5-1/4"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 & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING F 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 (2)2X4 SYP #2 BUILT UP STUD COLUMN OB (3)2X4 SYP#2 BUILT UP STUD COLUMN CO 4 2X4 SYP#2 BUILT UP STUD COLUMN O OD (2)2X6 SYP#2 BUILT UP STUD COLUMN E O (3)2X6 SYP#2 BUILT UP STUD COLUMN OF (2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN HO 4x4 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. M O 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. O3-1/2"x11-7/8" LVL COLUMN. V O _ O H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" 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 NAIL GENERAL DIAMETER/ LENGTH 8d .131"x22„ 10d .148" x 3" 12d .148" x 34' 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG SIMPSON CONNECTOR TYPE VALUES VALUES TO POST SIMP. HTS20 OR LSTA18 MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. p SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 / 7 1 - 6 w Odx1 NAILS OR O 2 B2x8 WITH 1/2" FLITCH ver/(6)10d NAILS & (14)4"x24' 1 E �„ META20 w/(7 10d x 1- NAILS 2 FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR 2 META2 L C TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)"x2j" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 a (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 1-1"2 NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 F (2)HTS20 w/(24)10d x 12" NAILS TO FRAME 2490 2900 AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)FRAME TO BEAM: SIMP. HUC410 w/(18)16d & 6� H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12' NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 TO BEAM:IMP. H 4 S UC 10 w/(18)16d & D8 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 NAILS & (18)4'x23' TAPCONS 5" EMBEDMENT ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 (10) 10d NAILS B3.5x16 SET EPDXY MIN. 7" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT ON MASONRY: (2) SIMP. META16 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 928p1f 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 23" NAILS w/$" EPDXY ANCHOR WSIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT (3)HTS20 w/(24)10d x 12' NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4'W-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 - - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL h TO POST SIMP. HTS20 OR LSTA18 MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. p TO BEAM: SIMP. HUC48 w/(14)16d NAILS 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH ver/(6)10d NAILS & (14)4"x24' 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND PLATE TAPCONS ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH F ON MASONRY: SIMP. META16 DIMENSTIONS NOT SHOWN HERE. L C TO POST: SIMP. HTS20 OR LSTA18 G TO BEAM: SIMP. HUC410 w/(18)16d & C (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)"x2j" TAPCONS ON MASONRY: SIMP. META16 TO POST SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)11 NAILS & (18)4"x2j" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM:IMP. H 4 S UC 10 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x23' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 63.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS@ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: W 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED: CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS ¢ AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ H SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS LU BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE Lu Z � O CONTINUOUS FROM FLOOR TO CEILING. ' 0 I- 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O a - ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS z U WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. W C 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS IM ¢ OF ALL HARDWARE BEFORE INSTALLATION. p 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT O EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS LL DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. o 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. N THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY W W TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE O THE GARAGE. Z 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN �11I II Ilex C� io PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ] ,�rr� eras/P LO N OTHERWISE AN ENGINEERED, LAYOUT HAS BEEN DETERMINED BUT PRIOR TO O W CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP"' ` �A® `e°°O°e•®��/ol ®/e ® Z Z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW tl •� � ` ° ¢ AND APPROVAL. AT THIS TIME THEE O.R. RESERVES THE RIGHT O REVISE THE U PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS tJ SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR a •. � " ¢ TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS LL NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF °ti® \�+° `� _j O CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS ,/ 000 ,40 �v�` �S U_ LAYOUTIS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE r �� ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND W-3 BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE CL ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 0 O AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 'O THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Q"rt N BUILDER NOTE: X IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE �z .: ¢ 0 TRUSS MANUFACTURERS LAYOUT 0 co ---- STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO 0 ° PLACEMENT OF ANY TRUSSES O NAILING SCHEDULE: 'o E ROOFS: ui ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" U O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND n/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION LL PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. p O Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. zz 9 C.) GABLE ENDS: WO U u.l o, g ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. Z W N M AT TOP PLATE AND 1 ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER O 06 W Z U) a' O Z Q U, a -e �� EDGES AND 6" IN FIELD. BLOCKING SMALL BE PLACED AT ALL SHEATHING JOINTS. Q U o Z Z Z w< 9,51 EXTERIOR WALLS: w W Q N I9 z N 5 SEE WF10/SD4 FOR MORE INFO,. = O U) 9f _ .°S z Z j W 8 NAILS: a < � E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. - U W 6 i # ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, w -" -� �[ a HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Z0 LU Z EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV ATIVELY O TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 0 h W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p BE IN ACCORDANCE WITH ASTM A 153. U I- O APA SHEATHING NOTE: z W 24/16 SPAN RATED SHEATHING (REQUIRES BLOCKING AT ALL UNSUPPORTED - Z Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WW65 WITH (3) 10d TOENAILS. U) O a C C < c L L 7 F C F c F C L HAND DRIVEN NAILS, SPACING SHALL BE 6 ON EDGES AND 12 IN FIELD. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO „ 1, F'°t1f�lN` a 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 � 11 _ LA Q i 0 W � W W co R W 31- 0=Z VLL �w 5Z0 a 0 1- F- a. STRUCTURAL ENG: CFG / BED C DRAFTING: -STRUCT: JV -- QC CHECK: CC JOB No. TM - 2150381 SCALE: AS INDICATED DATE: 04/17/2015 S4,1 NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL h MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. p 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE F G MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ` ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH F DIMENSTIONS NOT SHOWN HERE. L C G L C y NOTES & CONNECTOR LEGEND n,0 1/4"=11-011 SA Iii C (:) Cti $:3 F'°t1f�lN` a COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. i � 11 _ LA Q i 0 W � W W co R W 31- 0=Z VLL �w 5Z0 a 0 1- F- a. STRUCTURAL ENG: CFG / BED C DRAFTING: -STRUCT: JV -- QC CHECK: CC JOB No. TM - 2150381 SCALE: AS INDICATED DATE: 04/17/2015 S4,1 II 1 -I II II I - I STANDARD 2ND FLOOR FRAMING NOTES: Lu 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS: U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - ._...- -- --- -- TO FOLLOW THE DETAILS INDICATED BELOW" J OPENING SITTING ON MASONRY WS06/SD5 (STRAPS Q SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR F - z SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Lu Z SHEATHING ISNOT CONTINUOUS) w Q 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O a Z U 0 U) =� LLl M 0 ADD STRAPS TO m EA. SIDE OF WALL NS06 O J SD5 "- 0 0 N W LLI yp o 00 o 0 0 0 0 0 0 0 0 0 0 0 Ill ��, F- H2x10O H2x8 H2x8 U) z +�rrrrrrlrrrrdr® w J07 J07 .•' ��b��'d� a o ti eNss•® 6�. CV •••• ®®•o®y® s W d J08 J08 • Z•t� o 0 �'�X0 AR1 � � z z �'° C c -i J09 J09 4 A A 4 � •. ., W so4 so SD5 SD5 w :. R10 t. _ O 0 R11 U zO u h ill, M b d N R12 cli��`: o o cY. a _ x cia Z _ c 0- _. R13 ¢ o - _ 0 _.... _....... . ......... .._._...... ... ----- --------- ------- u. 0 R13 O ------ _ -- — - Z • m LJ R13 j 0 13 0 Q III R13 a ,fir = III __ _.__.. cr- R 13 � III R13 (0 R12 co -J W -jP,$� O N �o R11 Q V zv� � r l Lu uj N III z 0 in � R10 � � J a�z�` gg So III so M v 0 X;! SD5 R 14 SD5 Q k E 4 A A 4 w � Q Ill It J09 ... o R15 z J Ill o O LL - O 0 J08 __..___ R15 U A - ------ III N w (� Zw J07 R16 0 = W (n _ � H2x8 J13 O o 0 0 0 0 0 00 J12 R17 0 z J07 R21 0 J 0 J14 � 14 z A O = - W 2 H2x8 'QIll o •po Q ZOO o W O z U) OC W LD w F- 0=Z iV w o w �QO w ~ v 0- �WLDINC F- U) STRUCTURAL ENG: CFG / BED J-- - - -- - — - - - .. w':I'e0RD ¢ DRAFTING: h- z-STRUCT: JV w':1 Rv�ti` 0 -- — QC CHECK: CC w JOB No. TM - 2150381 ROOF FRAMING P - -- _- �—= SCALE: AS INDICATED ~ DATE: 04/17/2015 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND X4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LNC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. its strictly prohibited. z a w a F_ O w z O Q) Q AT CORNERS PRECAST "U" METAL LATH OT ,.. •'� i BAR SIZE PROVIDE LINTEL W/ 3000 LAP SPLICE WIRE SCREEN LENGTH LAP SPLICE STANDARD #5 psi CONC. PER -SHEAR WALL AT OPENING OVER (COURSES TYP( AL SHEAR WA L SEGMENT HOOK BAR. LAP LINTEL PLAN. IF a NOT REQ'D TO 17/8 4' OTHER BARS INTO REBAR IS 17/8 BE FILLED. 7 15 CORNER AS REQ'D INDICATED IN TRANSOM OPENING (SHEET METAL & ° 21/2 5 5/8 91/2 20 LINTEL, #5 TO BE'. 31/8 7 PAPER FELT 25 10" HOOK 7 113/4 25 #6 HOOKED INTO ' WINDOW BY BUILDERS PROHIBITED) 33/4 81/16 EE FOUNDATION 30 � 4 3/8 SIDE VERTICALS ' ;.i., 43/8 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D . 35 " ON EITHER SIDE U.N.O. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR. TWO #5 REBARS IN 8" LINTELS ONLY. :r 0 am UJI � w _ •°d a. °a ° .. . .6. 4 ° UA ° . °• a 4 a a '•` •'' (2) 2X8 WOOD HEADER TURNED SIDEWAYS. •;� JV FIRST PLY 2X8 TO QC CHECK CC •.'y JA DOOR OPENING �` .a MASONRY WALL W/ UjLAP SIMPSON HUS26 HANGER JOB No. TM - 2150381 SPLICE EMBEDDED @ EA. END. W/ (6) 3/16" fix STANDARD 1180° HOOK d 14 AS INDICATEDDATE: MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. O 2ND PLY TO 1ST PLY W/ :Ja `7 4 °•a a ' d °d a a ° .• ' I a a a LL z 4�.A• cli 15 -1 58 7S5 a a °I. I ° d z W 4' M CD °a ° ' ' • I.44 d • A' I' ROUGH OPENING PER PLAN a ' 4 ;ILL i PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL W APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL ------ TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTELS STANDARD LINTEL NO'T'ES � CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B PROVIDE SCREEN WHEN BLOCK BELOW IS 1'_g 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. �--�- NOT REQUIRED TO BE FILLED 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. STANDARD 90 DEGREE HOOK 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 �--� — 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 41" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Q T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA, END H TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 Z BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 0 REBAR4-6 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 � 0 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD LU ~ 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O 12 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS Z () 10'-0" 292 567/454 1366/1277 2423/1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 m 0" 239 418/297 1075/1045 1838/1446 2883 / 1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 12'-0 0 369/261 1002/984 1697/1361 2630 / 1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS #5 DIA. REBAR 8. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & p 13'-4 0 328/0 1234/0 1779/0 2662/0 BOTTOM REGARDLESS OF REINF. INDICATED IN TABLE BELOW 14'-0" 0 292/0 1160/0 1660/0 2439/0 LL 16'-0"0 284 / 0 950 / 0 1379 / 0 1997 / 0 „ MATERIALS ----- - -- - - 18-0 0 211/0 750/0 1177/0 1676/0 c%j 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 2. f PRESTRESSED LINTELS = 6000 psi. U_ 22'-8" 0 11010 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 8" x 8" x 16" CMU U.N.O.4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE Z RECESSED LINTELS -FILLED Uj INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6 -16/8R6 -o6 8R14-1BI8R14-0B 8R22-1B/8R22-o6 STRENGTH = 1900 PSL 0 �ra�r%1111111 1®��,r a 0 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE INDICATES 5. REBAR PER ASTM A615 G A61RADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 2 _4 1694 / 1694 3725 / 3280 5499 / 5421 1&J/s— MD08/S5 FOR LAP INFO. 2'-$1' 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510..:, . ••O°°M°1y Lr� °. . — o PROVIDE CLEAN OUT OPENING @ GROUT 3'-0" 1230/1230 2769/2769 4085/4085 °e°4r �B. oil, � t� Z Z FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE a U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 `` st ®x..11 -� SEE FOUNDATION FOR FOOTING 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / ", , �; 1r; 4C Q °.► 526 / 434 1539 / 1539 1329 / 22MARK 67 REQUIREMENTS U = UNFILLED R =RECESSED e 71-411 " 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ °°° `�„ *•°' � CL _j 0 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY °°°°o®.°0°'° �J��p\ h4 J - 8 1716-113/1T pKO', 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8F8-1 B/1 T �--QUANTITY OF #5 REBAR AT TOP ��®// 1111111J`®® 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.(D 8RF14-1B/1T NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. ONOMINAL WIDTH 8F16-1B/1T O Q 8RF14-0B/1T TYPE DESIGNATION U z e co O 8F16-0B/1T 1-1/2" CLEAR cri it ° o r F LU O O 8F20 -113/1T ErGR a c OEBAR AT TOP MIN. (1) REQ D Q a8'-2" 9'•.6 "cc lit ie 8F20-OB/1T U J _ "zU.LL 8RF22-1 B/1 T oUT �z EBAR AT BOTTOM OF LINTEL8F24-1 B/1 T `- io TY O 8RF22-OB/1T TOM REINFORCING PROVIDED > p' 7-5/8" ACTUAL IN LINTEL (VARIES) O nn08F24-OB/1 8, NOMINAL WIDTH T a m a 0N FILLED u.i 8RF30-1 B/1 T or P O 8F32-1B/1T 1-1/2" CLEAR U � O 8RF30-0B/1T Da #5 REBAR AT TOP MIN. (1) REQ'D 0 Z O 8F32 -OB/1T V J z C.M.U. � U 3 � d O 8F38-1B/1T Lu. U)O M O Z - io z 0 8F12 -1B/1T z O ~Z 0 BOTTOM REINFORCING PROVIDED Q z V F � 8F40 -OB/1T , c 0 ��` U �..I Z p F o 7-5/8" ACTUAL IN LINTEL (VARIES) O 0; 901 1 8" NOMINAL WIDTH -� N z Q LU a rrga 0 UNFILLED J Z z�F 0 I=— w O <<d ggq i ' Nr IL OF M % 6 z 1-1/2 CLEAR Z J ` Z Nqz _ T. _,; O Q C• J'V #5 REBAR AT TOP MINLUI. (1) REQ'D ~ J J Di c W � W O 0 z_ W w TOP KNOCK OUT/ LINTEL BLOCK 0 W F_ O� C) a<, a COURSE Q W z �. 00 U 0H #5 REBAR AT BOTTOM MIN. (1) D —�-� �✓ O Uj �I REQ'D 16 GA. POWERS STEEL BOXED 0. 7'-0" O Z' 7-5/8" ACTUAL LINTEL 2 8" NOMINAL WIDTH (9 z POWERS STEEL o Q 0 SAFE LOAD TABLE NOTES Z o Mruw 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 0 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL = W) RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Q W) D06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO ° i• ,.. •'� i BAR SIZE BEND 0 ------------- .'. J .. ..•• i•.J • LAP SPLICE •a LENGTH LAP SPLICE NO -SHEAR WALL AT OPENING VIC11 TYP( AL SHEAR WA L SEGMENT "B„ 11C,1 a #3 17/8 4' 7 15 17/8 41/4 7 15 #4 21/2 TRANSOM OPENING 91/2 ° 21/2 5 5/8 91/2 20 #5 31/8 ;ILL i PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL W APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL ------ TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTELS STANDARD LINTEL NO'T'ES � CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B PROVIDE SCREEN WHEN BLOCK BELOW IS 1'_g 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. �--�- NOT REQUIRED TO BE FILLED 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. STANDARD 90 DEGREE HOOK 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 �--� — 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 41" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Q T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA, END H TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 Z BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 0 REBAR4-6 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 � 0 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD LU ~ 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O 12 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS Z () 10'-0" 292 567/454 1366/1277 2423/1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 m 0" 239 418/297 1075/1045 1838/1446 2883 / 1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 12'-0 0 369/261 1002/984 1697/1361 2630 / 1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS #5 DIA. REBAR 8. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & p 13'-4 0 328/0 1234/0 1779/0 2662/0 BOTTOM REGARDLESS OF REINF. INDICATED IN TABLE BELOW 14'-0" 0 292/0 1160/0 1660/0 2439/0 LL 16'-0"0 284 / 0 950 / 0 1379 / 0 1997 / 0 „ MATERIALS ----- - -- - - 18-0 0 211/0 750/0 1177/0 1676/0 c%j 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 2. f PRESTRESSED LINTELS = 6000 psi. U_ 22'-8" 0 11010 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 8" x 8" x 16" CMU U.N.O.4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE Z RECESSED LINTELS -FILLED Uj INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6 -16/8R6 -o6 8R14-1BI8R14-0B 8R22-1B/8R22-o6 STRENGTH = 1900 PSL 0 �ra�r%1111111 1®��,r a 0 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE INDICATES 5. REBAR PER ASTM A615 G A61RADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 2 _4 1694 / 1694 3725 / 3280 5499 / 5421 1&J/s— MD08/S5 FOR LAP INFO. 2'-$1' 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510..:, . ••O°°M°1y Lr� °. . — o PROVIDE CLEAN OUT OPENING @ GROUT 3'-0" 1230/1230 2769/2769 4085/4085 °e°4r �B. oil, � t� Z Z FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE a U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 `` st ®x..11 -� SEE FOUNDATION FOR FOOTING 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / ", , �; 1r; 4C Q °.► 526 / 434 1539 / 1539 1329 / 22MARK 67 REQUIREMENTS U = UNFILLED R =RECESSED e 71-411 " 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ °°° `�„ *•°' � CL _j 0 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY °°°°o®.°0°'° �J��p\ h4 J - 8 1716-113/1T pKO', 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8F8-1 B/1 T �--QUANTITY OF #5 REBAR AT TOP ��®// 1111111J`®® 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.(D 8RF14-1B/1T NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. ONOMINAL WIDTH 8F16-1B/1T O Q 8RF14-0B/1T TYPE DESIGNATION U z e co O 8F16-0B/1T 1-1/2" CLEAR cri it ° o r F LU O O 8F20 -113/1T ErGR a c OEBAR AT TOP MIN. (1) REQ D Q a8'-2" 9'•.6 "cc lit ie 8F20-OB/1T U J _ "zU.LL 8RF22-1 B/1 T oUT �z EBAR AT BOTTOM OF LINTEL8F24-1 B/1 T `- io TY O 8RF22-OB/1T TOM REINFORCING PROVIDED > p' 7-5/8" ACTUAL IN LINTEL (VARIES) O nn08F24-OB/1 8, NOMINAL WIDTH T a m a 0N FILLED u.i 8RF30-1 B/1 T or P O 8F32-1B/1T 1-1/2" CLEAR U � O 8RF30-0B/1T Da #5 REBAR AT TOP MIN. (1) REQ'D 0 Z O 8F32 -OB/1T V J z C.M.U. � U 3 � d O 8F38-1B/1T Lu. U)O M O Z - io z 0 8F12 -1B/1T z O ~Z 0 BOTTOM REINFORCING PROVIDED Q z V F � 8F40 -OB/1T , c 0 ��` U �..I Z p F o 7-5/8" ACTUAL IN LINTEL (VARIES) O 0; 901 1 8" NOMINAL WIDTH -� N z Q LU a rrga 0 UNFILLED J Z z�F 0 I=— w O <<d ggq i ' Nr IL OF M % 6 z 1-1/2 CLEAR Z J ` Z Nqz _ T. _,; O Q C• J'V #5 REBAR AT TOP MINLUI. (1) REQ'D ~ J J Di c W � W O 0 z_ W w TOP KNOCK OUT/ LINTEL BLOCK 0 W F_ O� C) a<, a COURSE Q W z �. 00 U 0H #5 REBAR AT BOTTOM MIN. (1) D —�-� �✓ O Uj �I REQ'D 16 GA. POWERS STEEL BOXED 0. 7'-0" O Z' 7-5/8" ACTUAL LINTEL 2 8" NOMINAL WIDTH (9 z POWERS STEEL o Q 0 SAFE LOAD TABLE NOTES Z o Mruw 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 0 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL = W) RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Q W) D06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO 2. 0= NOT RATED. i• ,.. •'� i BAR SIZE BEND 0 ------------- .'. J .. ..•• i•.J • LAP SPLICE •a LENGTH LAP SPLICE NO -SHEAR WALL AT OPENING VIC11 TYP( AL SHEAR WA L SEGMENT "B„ 11C,1 "D" #3 17/8 41/4 7 15 17/8 41/4 ;ILL i PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL W APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL ------ TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTELS STANDARD LINTEL NO'T'ES � CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B PROVIDE SCREEN WHEN BLOCK BELOW IS 1'_g 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. �--�- NOT REQUIRED TO BE FILLED 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. STANDARD 90 DEGREE HOOK 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 �--� — 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 41" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Q T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA, END H TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 Z BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 0 REBAR4-6 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 � 0 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD LU ~ 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O 12 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS Z () 10'-0" 292 567/454 1366/1277 2423/1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 m 0" 239 418/297 1075/1045 1838/1446 2883 / 1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 12'-0 0 369/261 1002/984 1697/1361 2630 / 1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS #5 DIA. REBAR 8. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & p 13'-4 0 328/0 1234/0 1779/0 2662/0 BOTTOM REGARDLESS OF REINF. INDICATED IN TABLE BELOW 14'-0" 0 292/0 1160/0 1660/0 2439/0 LL 16'-0"0 284 / 0 950 / 0 1379 / 0 1997 / 0 „ MATERIALS ----- - -- - - 18-0 0 211/0 750/0 1177/0 1676/0 c%j 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 2. f PRESTRESSED LINTELS = 6000 psi. U_ 22'-8" 0 11010 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 8" x 8" x 16" CMU U.N.O.4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE Z RECESSED LINTELS -FILLED Uj INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6 -16/8R6 -o6 8R14-1BI8R14-0B 8R22-1B/8R22-o6 STRENGTH = 1900 PSL 0 �ra�r%1111111 1®��,r a 0 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE INDICATES 5. REBAR PER ASTM A615 G A61RADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 2 _4 1694 / 1694 3725 / 3280 5499 / 5421 1&J/s— MD08/S5 FOR LAP INFO. 2'-$1' 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510..:, . ••O°°M°1y Lr� °. . — o PROVIDE CLEAN OUT OPENING @ GROUT 3'-0" 1230/1230 2769/2769 4085/4085 °e°4r �B. oil, � t� Z Z FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE a U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 `` st ®x..11 -� SEE FOUNDATION FOR FOOTING 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / ", , �; 1r; 4C Q °.► 526 / 434 1539 / 1539 1329 / 22MARK 67 REQUIREMENTS U = UNFILLED R =RECESSED e 71-411 " 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ °°° `�„ *•°' � CL _j 0 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY °°°°o®.°0°'° �J��p\ h4 J - 8 1716-113/1T pKO', 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8F8-1 B/1 T �--QUANTITY OF #5 REBAR AT TOP ��®// 1111111J`®® 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.(D 8RF14-1B/1T NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. ONOMINAL WIDTH 8F16-1B/1T O Q 8RF14-0B/1T TYPE DESIGNATION U z e co O 8F16-0B/1T 1-1/2" CLEAR cri it ° o r F LU O O 8F20 -113/1T ErGR a c OEBAR AT TOP MIN. (1) REQ D Q a8'-2" 9'•.6 "cc lit ie 8F20-OB/1T U J _ "zU.LL 8RF22-1 B/1 T oUT �z EBAR AT BOTTOM OF LINTEL8F24-1 B/1 T `- io TY O 8RF22-OB/1T TOM REINFORCING PROVIDED > p' 7-5/8" ACTUAL IN LINTEL (VARIES) O nn08F24-OB/1 8, NOMINAL WIDTH T a m a 0N FILLED u.i 8RF30-1 B/1 T or P O 8F32-1B/1T 1-1/2" CLEAR U � O 8RF30-0B/1T Da #5 REBAR AT TOP MIN. (1) REQ'D 0 Z O 8F32 -OB/1T V J z C.M.U. � U 3 � d O 8F38-1B/1T Lu. U)O M O Z - io z 0 8F12 -1B/1T z O ~Z 0 BOTTOM REINFORCING PROVIDED Q z V F � 8F40 -OB/1T , c 0 ��` U �..I Z p F o 7-5/8" ACTUAL IN LINTEL (VARIES) O 0; 901 1 8" NOMINAL WIDTH -� N z Q LU a rrga 0 UNFILLED J Z z�F 0 I=— w O <<d ggq i ' Nr IL OF M % 6 z 1-1/2 CLEAR Z J ` Z Nqz _ T. _,; O Q C• J'V #5 REBAR AT TOP MINLUI. (1) REQ'D ~ J J Di c W � W O 0 z_ W w TOP KNOCK OUT/ LINTEL BLOCK 0 W F_ O� C) a<, a COURSE Q W z �. 00 U 0H #5 REBAR AT BOTTOM MIN. (1) D —�-� �✓ O Uj �I REQ'D 16 GA. POWERS STEEL BOXED 0. 7'-0" O Z' 7-5/8" ACTUAL LINTEL 2 8" NOMINAL WIDTH (9 z POWERS STEEL o Q 0 SAFE LOAD TABLE NOTES Z o Mruw 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 0 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL = W) RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Q W) D06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO 2. 0= NOT RATED. i• ,.. •'� i BAR SIZE BEND 0 ------------- .'. J .. ..•• i•.J • LAP SPLICE •a LENGTH LAP SPLICE "A" "B" VIC11 "D,l A .LIN TEL PER PLAN • ^ "'" rJ: "B„ 11C,1 "D" #3 17/8 41/4 7 15 17/8 41/4 7 15 #4 21/2 TRANSOM OPENING 91/2 20 21/2 5 5/8 91/2 20 #5 31/8 7 ' 25 FRAME INFILL ARO6"i4R'a 7 113/4 25 #6 33/4 ' WINDOW BY BUILDERS 30 33/4 81/16 EE FOUNDATION 30 � 4 3/8 SEE WF01/SD2 FOR MORE INFO 16 1/2 ;.i., 43/8 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D . 35 " ON EITHER SIDE U.N.O. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR. TWO #5 REBARS IN 8" LINTELS ONLY. :r 0 am UJI � O #5 = 2/ZSTRUCTURALENG: CFG / BED UA DRAFTING: '•` •'' (2) 2X8 WOOD HEADER TURNED SIDEWAYS. •;� JV FIRST PLY 2X8 TO QC CHECK CC •.'y JA DOOR OPENING �` MASONRY WALL W/ UjLAP SIMPSON HUS26 HANGER JOB No. TM - 2150381 SPLICE EMBEDDED @ EA. END. W/ (6) 3/16" fix STANDARD 1180° HOOK FAN 1-3/4" TAPCONS INTO AS INDICATEDDATE: MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ �DOLINTEL W/ TRANSOM 10d STAGGERED @ 6" O.C. DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 2. 0= NOT RATED. GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" "B" VIC11 "D,l „All "B„ 11C,1 "D" #3 17/8 41/4 7 15 17/8 41/4 7 15 #4 21/2 5 5/8 91/2 20 21/2 5 5/8 91/2 20 #5 31/8 7 113/4 25 31/8 7 113/4 25 #6 33/4 81/16 14 30 33/4 81/16 14 30 #7 4 3/8 9 13/16 16 1/2 1 35 43/8 9 13/16 161/21 35 L 16'-0" 2. 0= NOT RATED. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z Ij LIL CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 1_ Q = m Z O �1_ 11 /$ 'I O SUPPORT. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Z Q0 �� Z W J 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = LL U Z O _ J 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING — _ Q Q = W W WF— ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O ° O LINTEL ' PLAN U 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR. TWO #5 REBARS IN 8" LINTELS ONLY. 01 0 am UJI � O COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z Ij LIL CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 1_ (D = m �1_ 11 /$ 'I O SUPPORT. w Z Q0 �� 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 LL U Z O _ 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. — _ Q Q = d WF— ° ' #3 = 2 Y2' U #4=2Yz' #5 = 2/ZSTRUCTURALENG: CFG / BED UA DRAFTING: #7 = 3 2..Z JV QC CHECK CC dSTRUCT• 0 a _d.. nBn UjLAP JOB No. TM - 2150381 SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1180° HOOK FAN =SCALE: AS INDICATEDDATE: 04/17/2015 D08 REBAR SPLICE DETAIL. SCALE: 3/4" = V-0" 15 -1 58 7S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. (1) #5 FROM FTG. TO TIE BEAM (1) #5 FROM FTG. TO TIE BEAM HOLD BEARING WALL SPLICE TO BE MIN. 25 GROUT SPLICE TO BE MINI. 25 GROUT BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W CELL SOLID I CELL SOLID - F -- FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q MIN 4" WITH FOUNDATION 2 1/4" WALL SCHEDULE WALL SCHEDULE ❑ M BLOCK cn L 8 CMU B OC FOR ADDITIONAL 8 CMU BLOCK ' (' � BELOW INFORMATION Al_ 3-1/2" CONC. SLAB w/ 3-1/2 CONC. SLAB w/ Q - - " . SLAB w/ FIBERMESH RE NIF OVER � 3 1/2 CONC. SLAB w/ 3 1/2 CONC INFORMATION FIBERMESH REINF. OVER FIBERMESH REINF. OVER w > (1) #5's CONT. FIBERMESH REINF. OVER FIBERMESH REINF. OVER cn 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER ¢ z 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER W-FIBERMESH REINF. OVER 2x PT SILL PLATE 2x PT SILL PLATE Q iv W w > 6 MIL VAPOR BARRIER Z W d QLU a q.. a ° °. d ' :' ° ° e II . a. ° , e II • e Y a T1'T 'I'Ir�M U) Q ai _ - - ,da a 1 tl ° TI _ ° — y e — a I � • ° ° ° I . ° .a .. _ ° 4 .. ,. a —_— - � _ -,I - ' • • . • . •. " .�.I I I =1 ...�.q GRADE , -- , °. ,.•.� GRADE Z cn W °�. -450. ° ° _ ° a I I —I�1. I v> -III ' a — e — _ °.: ' I ° ° ° ° o q -1 I L —III—I III—III- w _ -- ° I� _ a . I =_� I i-=1 I _ q _ °4 -_, z I z �� — — — — -�, _' . �. a =I=11- _ _� - '•� . III IIIA 0 � - - — _ .. I � W - - = _.._ -1 I I- � .... — — — � ' �'.' — — _ _ ..�.. I 1=1 I o CL -_ .__ T 8 4 1- - - - - _ I i _ - - - -I �- - = I CLEAN — — a° , O I I III III III—I I III— �, _ —� I—_: _ 1- Q I=1 - - — I I— -1=1 I I — I—_I I I. — — —1 r I - _-. 0 1 - - - - _ CLEAN COMPACTED - ) I -III III- I I (- COMPACTED Z () _I = _ III=1 I I — I—I I -III I -I I — — o - - I 11_I i i i I1 I I i �- FILL @ 95% STANDARD I • , , , I�I, i i, 111, , 1 CLEAN (2) #5 BARS CONT. W/ 3 COVER FILL @ 95 /o p U) CLEAN COMPACTED " " -_-_ 0 16" DENSITY (2) #5 BARS CONT. W! 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8 84 STANDARD J w (2) #5 BARS CONT. III- = 1 (2) #5 BARS CONT. 111=11 =1 I 1 FILL @ 95% STANDARD TYP. AT 2 STORY CONDITIONS 8 8 FILL @ 95% (3) #5 BARS REQUIRED AND DENSITY m 0 W/ 3" COVER TYP. 1 CLEAN COMPACTED W/ 3" COVER TYP. CLEAN COMPACTED DENSITY 3 #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE Q 0 1 -4 FILL (2) #5 BARS CONT. W/ 3 COVER TYP. O p 1 -4_70FILL @ 95 /o STANDARD " @ 95% STANDARD AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY - DENSITY DENSITY REQUIRED AND FOOTING TO O BE 20" WIDE LL FTG WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, o SHALL BE 1'-4" WIDE w/(3) #5 BARS SMALL BE 1'-4" WIDE w/(3) #5 BARS o --- - N W w H F01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING F03 NON-BEARING STEP DOWN F04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING LL Of 0 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" o ,%wiII11111rr®®" w a ®r, CL ti ®dam L W 'T 3/4" RECESS @ �`� �: '•:� a ° �$s C) Z Z PER MFG. SLIDING GLASS . a DOOR, SPECS �, • Cq SLOPPED GROUT q ° 8�, CMU BLOCK � ��C •• ` �„ Q c� C: 2 0 TO DRAIN SEE PLAN a .41 a OPE ®•o..®oe C9 'Z�r J 0 ° SL • a MIN. 24" BEFORE °�'� o FOR STEP OPTIONAL CURB Ov ANOTHER STEP ° ` 4'' 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE PR ®�,, 8" (G.C. TO VERIFY) '4 ° e q Q ° FIBERMESH REINF, OVER BEAM SPLICE TO BE MIN. 'S �1111i 25" GROUT CELL SOLID U) OPTIONAL REINF. SEE 3-1/2" CONC. SLAB w/ ° #5 CONT. REINF. ° .: 6 MIL. VAPOR BARRIER w CURB FOR PLAN FIBERMESH REINF. OVER ° SEE FOUNDATION p � �a ' ' .; � ` .REFER TO PLANS FOR - MAS. @ELEV. i 6 MIL VAPOR BARRIER a ° . I °� .�. FOR QUANTITY LOCATION • . / q 4 1/2 CASING 0'-0" w/ 1 #5 w ° . ° °. 4' 1' 0 ° e BAR CONT. .. q .. ° _, U) �, " ° - - o q ° ° a.r'.: eO C) a4 - '- --'- - 0. a ° .rye �''�9� r�:.� W ° n�'�, �t!''w �' .�'! - n q a4 I?rw ,�• ° . a.°. —._ — .. Z •— °' .e' �t °. ' Cn .i°i �' MIND °. .:Q °. 0 is co ALU M THRESHOLD ry1 NT 11 _ , q GRADE ; . ° ... #5 x 25 x 25 - - - - II' 4 - - Q (2) #5 CONT. W/ 3 .° : q A d a I CORNER BAR, ONE 3-1/2 CONC. SLAB ,-- -i h !� q - -1 cri t.� j Q -8" _ 4 - MUDDED - = �' . o g 'a . 00. ° 4 4 - - w - - . ° ..°. ° 0° `-- I LSI I=1 I I=III=I I � a' • III III �-COVER ° 1 FOR EA. HORIZONTAL w! FIBERMESH SLOPE I � - � -I � , -- - 1= � I- I -- -- FLOOR CLEAN _ - - - �r - - - a e . e e1 „ , ° 4 I _ _ � W �u z• ° q." a —I - - - , q. - -� , ° - 2 #5 BENT BARS W/ ° ° �q REBAR, TYP. U.N.O. REINF. AND 6 MIL - - - - - - I— I) COMPACTED III—III—III— I— I—III— -q _ O a — SLOPED - -- - - - _ w J -- ° a d ° VAPOR BARRIER 3/4" RECESS - I = I I-- d y c 0 III -III o -I- I -I - - - Lu a 4 , ° . - - M - lI • . °. TO DRAIN FILL @ 95 /o I - - p w i'sl --MIN. 25 LAP SPLICE ° I I 1 - I -I 1 1 I 1 -°-' - -1=III—III— I III—I I ISI I I; _. _ _'� ,�' : e ° ! a (2> #5 BARS CONT. I =III=III=III III STANDARD _ III -III - T� ° ° e SLOPE 1/4 W! 3" COVER TYP. 1'-4" CLEAN COMPACTED � 91 - DENSITY 8" x 12" THICKENED -III I I=) I II (-1 -L.-.... II I I� OOT FILL @ 95% STANDARD o !' v PER F C3 1'-4" (2) #5 REBAR SLAB w/ (1) #5 CONT. _) I -III I I I I" I=1 I -_ _ (=-I -` VERIFY W/ DETAILS FOR REQUIRED ° ° DENSITY (2) #5 CONT -_ 16 MIN. 8 W/ 3 COVER. �! ISI I-III—III—III-) 11- STEEL AT 2 STORY LOCATIONS PER MFG: °' q O �L WHERE 2ND STORY OCCURS, FTG 01 SPECS ° a t 0 _ SHALL BE 1'-4" WIDE w/(3) #5 BARS VERIFY W/ DETAILS FOR REQUIRED °. EXP JOINT O /� Q STEEL AT 2 STORY LOCATIONS FOOTING"SHOWER F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMU w 4FO SCALE 3/4" =1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0 SCALE: 3/4" V-0" U F- J SEE ELEVATION Z AF W �FILLED CELLWOOD POST SEEi r Z W D � FLOOR PLAN FOR SIra ZE I V 0 ❑ ; --------- 4.. ® AND BASE CONNECTION Q Z�� U z J GARAGE TOP COURSE TO BE � � 0 TOP VIEW CORNER — CHAIR BLOCKS. ENTIRE = O G BASE TO BE FILLED SOLID O GARAGE WALL CMU BASE w/ (1) #5 U I= VERTICAL @ EACH ® z Q ❑ CORNER. SEE FLR. Q J Z {i 3-1/2" CONC. SLAB w! DRIVEWAY BY PLAN FOR BASE ¢ G FIBERMESH REINF. OVER BUILDER- SIZE w 0 ~ 2 CONCRETE OR 0 I-- 6 MIL VAPOR BARRIER w U O 4„ PAVERS SEE FOUNDATION � � w Lu FOR PAD SIZE Q W z CONC. SLAB OR U. PAVERS PER PLAN � 0 CLEAN COMPACTED -III= I I I I I- 8" x 8" THICKENED ° FILL @ 95% STD. EDGE w/ (1) #5 ° Z A e ° ° !J ° q Q DENSITY CONT. F13 THICKENED EDGE F15 FRONT BASE NOT USED Z GARAGE DOOR SCALE: 3/4 -1-0 COLUMN DETAIL ,GALE: 3/4 1-0 _ " Z a� Q Cl) LUW 0 0W FINISH PER 8" C.M.U. FINISH LU o �W� 3-1/2" CONC. SLAB PER ELEV. TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 2 - CO w/ FIBERMESH ELEV. FINISH FLOOR CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE U O = Z REINF. OVER 6 MIL FINISH FLOOR PENETRATION PENETRATION VAPOR BARRIER PENETRATING I I I L LU i' - 4a e •° °.= ^—I_— I __ °_ ° Td° : —I _— I I _I - .. �• ~ Q= PENETRATINGPIPE W R Q 0PIPE �° ° -� —I GRADE LOOP TIE (TYP.) o ~ CLEAN - , .• .., .. - y • - - - •' 1_- 1I 1= I I = u I- I 1—_1 —_ COMPACTED - STRUCTURAL ENG CFG BED FILL -=_._ 'y'�- = _ = -_ — — I1=1I1=1' __ _ - RUCAL --- -- - --- _I =_ PVC SLEEVE MIN. -=1 I I FOOTING FOOTING PER I _1 I I I I I I - _ _ (-- I_ 1 �--1 •,--,,• (- DIAMETER TO BE 2 -III-I I i -III- PER PLAN PLAN I _i- SEE FDN PLAN I , I �_ - III a�r�t�,� PVC SLEEVE-__ I FOR SIZE (_ _I I SEE FDN. I i_I -1 I 1-1 (I_-� I I- Q STRUCT: JV PIPE SIZES LARGER m -1 I & REINF., ;.I ' i I PLAN FOR I -I SAEt' M:. W JOB No. TM - 2150381 QC CHECK CC THAN THE SIDE VIEW FRONT VIEW SIZE & REINF. 3'0 ___ PENETRATING PIPE U) SCALE: AS INDICATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND DA -- - TE: 04/17/2015 F14 TYPICAL FOUNDATION SCALE: 3/4" =1-0"PENETRATIONSzjul 58 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. COPYRIGHT MCD 2014.p p Y 2x6x12 P.T. CENTER BUCK I 1 3/8" DIA. ANCHOR - 2 X 4 P.T. TOP BUCK OF OPENING 2x6 P.T. BUCK EACH SIDE OF OPENING e PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) �--- START BOLTS AFTER GARAGE CURB (8" MAX.) D02 GARAGE DOOR BUCK DETAIL THREADED ROD PER PLAN MIN. 6" FROM END OF CMU REFER TO PLAN FOR ADDITIONAL WALL FRAMING INFORMATION BLOCKING AS SPECIFIED — IN BEARING WALL SCHEDULE 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 12 PRE-ENGINEERED WOOD w/ 1/2" O.S.B. BETWEEN SPACING TYPICAL TIE BEAM w/ 3000 2x4 .' psi CONC. w/(1) #5 REBAR CONT. 1 TRUSSES @ 24" 0/C STD HOOK 12" O.C. 4IL IF DBL. NAILER IS USED, SHEATHING 2 ' USE 1/4" x 4-1/2" TAPCONS; • V o ® Z Z \ (TYP) SEE ELEV. UPLIFT CONNECTOR d psi CONC. w/(1) #5 REBAR VERT. =� VERIFY w/ PLAN FOR REQ'D PER PLAN LOCATIONS FASTEN PT 2x GLUED AND NAILED AT 6" O.C. (SEE SCHEDULE) NAILER TO MASONRY z SHEATHING (2) 2x TOP PLATE CMU WALL AS REQ'D PER PLAN CLIP EACH TRUSS a< 4 (2) 2x #2 SYP w " a DOUBLE 2x4 TOP PLATE SEE PLAN FOR - ANCHORS w/ MIN. 1 3/4" PER PLAN BEAM SIZE EMBEDMENT FOR HOLLOW BLOCK 2X8 SEE ROOF PLAN OR 3 1/2" EMBEDMENT FOR SOLID 00 F_ ITH STUDS @ 16" O.C. U U I= 2x PT BOTTOM ��WISTRUCTURAL SHEATHING TOP O z C) PLATE FOR TYPE 0 U) J Z WALL. ATTACHED PER MIN 2x4 STUDS @ 16" O/C LU PRECAST NAILING SCHEDULE CLIP EACH TRUSS .J LINTEL OR OTHERWISE SP2 CLIPS NOTE: KNOCK OUT AT TOP AND SP1 CLIPS IF REQ'D, PROVIDE CLOSURE WALL COURSE AT BASE ARE REQUIRED O SEE ROOF PLAN FOR TYPE PRESENT 1/2"x8" ANCHOR BOLT LL FRAME OUT TO BLOCK EDGE MASONRY OR TITEN HD @ 32" O.C. o USED ILO. CURVED TRUSS w/ SINGLE TOP AND BASE PLATE w/ & 6" FROM EACH END N 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE AS REQ'D WW 4FO KNEEWALL AT ` (2) 16d NAILS TO TRUSS. STUDS (3) 0.131" x 3 1/4" NAILS TYPICAL SEE FRONT ELEVATION FOR WINDOW TYPE � FRAME OUT TO (2) #5's VERTICAL IN SCALE: 3/4" =1'-0" (n AT EACH TRUSS w 24" O.C. AND EXTERIOR SHEATHING GROUT FILLED CELL �- BLOCK EDGE 2x4 'X' BRACE ACROSS LENGTH iEII #5 VERTICAL INGROUT z 0 U O INSTALLED PER NAILING PATTERN OF SHEARWALL (1) FILLED (IF EXTERIOR SHEATHING ATTACHED P,, ii FO/,r NAIL SCAB TO PLATE WITH REQ'D PER PLAN) ) w Q M PER NAILING SCHEDULE FROM A( I ENTIRE COLUMN TO cn I 'U" o 2x4 BLOCKING BETWEEN II I BE GROUT FILLED TOP OF KNEEWALL TO BOTTOM w II ( I TRUSSES TOENAILED TO (2) 2x TOP PLATE I 2 2x #2 SYP ( ) SEE AN FOR DOUBLE TOP PLATE WITH OTHERWISE SP2 CLIPS AT TOP I �� Q ° 0.131"x3 1/4" NAILS @ 4" O.C. BSE EAM W ca c� AND SP1 CLIPS AT BASE ARE p- O' TRUSS (AS NOTED) 0 REQUIRED. 2x4 SPF #2 KNEE WALL 2x4 SPF #2 KNEE WALL (2) 2x PLATE 2x BLOCKING FRAMED WALL NOTE: ALL HOOKS AND SPLICES TO BE 0 ` WITH STUDS @ 16" O.C. I WITH STUDS @ 16" O.C. -'� CRICKET AS W STRUCTURAL (2) 2x #2 SYP w/STRUCTURAL REQUIRED SHEATHING ON'BOTH SEE PLAN FOR SHEATHING ON BOTH 2x P.T. PLATE SIDES FROM TOP OF � BEAM SIZE SIDES FROM TOP OF WALL TO BOTTOM OF I WALL TO BOTTOM OF � 1/2" x 8" A.B. OR TITEN HD @ y _ _= - - - BEAM. ATTACHED PER BUILDER FRAME BEAM. ATTACHED PER 32" O.C. & 6" FROM EACH END ;1� N - _ NAILING SCHEDULE RADIUS AS REQ'D NAILING SCHEDULE TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPS I w! (1) #5'1 CONT. J AT TOP AND SP1 CLIPS MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED BUILDER FRAME CMU 1"H\\ UPLIFT CONNECTOR RADIUS A5 REQ'D (SEE SCHEDULE) F1 KNEEWALL ABOVE 4FO KNEEWALL AT ENTRY F0 KNEEWALL AT ENTRY SCALE: 3/4" =1'-0" MASONRY WALL SCALE: 3/4"=1'-0 (2) 2x TOP PLATE (2) 2x PT BUCKS PRECAST LINTEL ATTACHMENT REQUIREMENTS SIZE w/ 1/2" O.S.B. BETWEEN SPACING TYPICAL TIE BEAM w/ 3000 2x4 .' psi CONC. w/(1) #5 REBAR CONT. 1 :14a STD HOOK 12" O.C. 4IL IF DBL. NAILER IS USED, 42" O.C. 2 ' USE 1/4" x 4-1/2" TAPCONS; • V o ® Z Z \ TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING d psi CONC. w/(1) #5 REBAR VERT. =� VERIFY w/ PLAN FOR REQ'D NAIL SCAB TO TOP CHORDa LOCATIONS FASTEN PT 2x GLUED AND NAILED AT 6" O.C. DTL. NAILER TO MASONRY z BLOCKING AROUND CURVE. (2) 2x TOP PLATE CMU WALL AS REQ'D PER PLAN J a< 4 (2) 2x #2 SYP w " a (4) EQ. SPACED 1/2" TITEN HD SEE PLAN FOR - ANCHORS w/ MIN. 1 3/4" w BEAM SIZE EMBEDMENT FOR HOLLOW BLOCK 2X8 OR 3 1/2" EMBEDMENT FOR SOLID 00 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 3116" X 3" 42" O.C. 2 ' SCALE: 3/4" =1'-0" NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/GUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL_ 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" 0 C FASTEN WINDOW STRUCTURAL SHEATHING ROOF SHINGLES: ROOF TILES: � W W a Q I- 2x4 PLATES OVER CLIP EACH TRUSS - SEE 0 CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS z ROOF PLAN FOR TYPE S PLAN FOR NAILING SPECS ROOF DECK - SEE FRAME OUT TO a • • V o ® Z Z \ BLOCK EDGE SEE TYPICAL HEADER - _ - =� Q NAIL SCAB TO TOP CHORDa 1=- GLUED AND NAILED AT 6" O.C. DTL. z BLOCKING AROUND CURVE. (2) 2x TOP PLATE w J WITH (4) 0.131" x 3 1/4" NAILS (2) 2x #2 SYP w Z - SEE PLAN FOR - 3. REGULAR POLYESTER 4. 1.0/0.5 MIL w/ PRIMER w BEAM SIZE LU 2X8 2x4 SPF #2 KNEE WALL 00 F_ ITH STUDS @ 16" O.C. U U I= 2x PT BOTTOM ��WISTRUCTURAL SHEATHING TOP O z C) PLATE FROM OF WALL TO BOTTOM OF 0 U) J Z WALL. ATTACHED PER LU PRECAST NAILING SCHEDULE m .J LINTEL OR OTHERWISE SP2 CLIPS NOTE: KNOCK OUT AT TOP AND SP1 CLIPS EACH TRUSS IF NO WEB IS COURSE AT BASE ARE REQUIRED O PRE -ENG. COMMON TRUSSES MAY BE PRESENT 1/2"x8" ANCHOR BOLT LL MASONRY OR TITEN HD @ 32" O.C. o USED ILO. CURVED TRUSS WALL & 6" FROM EACH END N 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE WW 4FO KNEEWALL AT ENTRY LL (3) 0.131" x 3 1/4" NAILS TYPICAL SEE FRONT ELEVATION FOR WINDOW TYPE � O (2) #5's VERTICAL IN SCALE: 3/4" =1'-0" (n -- - ROOF SHINGLES: ROOF TILES: � ,\ W a ROOF SHEATHING - SEE FRAMING I- 2x4 PLATES OVER �° °® CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS z S PLAN FOR NAILING SPECS ROOF DECK - SEE STANDARD HOOKti a • • V o ® Z Z \ SEE TYPICAL HEADER /-PROVIDE (1) #5 1N TIE BEAM =� NAIL SCAB TO TOP CHORDa FRAMING DETAILS FOR GLUED AND NAILED AT 6" O.C. DTL. MASONRY WALL BLOCKING AROUND CURVE. 1. G-90 GALV. COATING Uj ADDITONAL INFORMATION J WITH (4) 0.131" x 3 1/4" NAILS SEE PLAN -- - - - - - - - 3. REGULAR POLYESTER 4. 1.0/0.5 MIL w/ PRIMER w Z O • 2X8 s V • 5. MIN. THICKNESS 0.0187 IN. 6. CHROMATE TREATMENT W U I= ADD 2x4 VERTICAL SCAB IN (3) 16d COMMON '� °•gib ••° •S�, J O r = J Z NAILS (TYP.) STAGGERED (TYP. ARCHED RAFTER) ' — — — — — — — — — — — O .J !i••• a —'� LL 11 11 NOTE: EACH TRUSS IF NO WEB IS LINTEL (SEE PLAN) �' R® �` PRE -ENG. COMMON TRUSSES MAY BE PRESENT (1) #5 BAR IN PRECAST LINTEL USED ILO. CURVED TRUSS 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE TOE NA LS EA. END EA. SIDE 2X BLK'G. TO 2x w/,'(2) 16d (3) 0.131" x 3 1/4" NAILS TYPICAL SEE FRONT ELEVATION FOR WINDOW TYPE � (2) #5's VERTICAL IN AT EACH TRUSS w GROUT FILLED CELL �- 2x4 'X' BRACE ACROSS LENGTH iEII #5 VERTICAL INGROUT z 0 U O OF SHEARWALL (1) FILLED (IF P,, ii FO/,r NAIL SCAB TO PLATE WITH REQ'D PER PLAN) ) w Q M 3 0.131" x 3 1/4" TOE NAILS O I ENTIRE COLUMN TO cn - ch 'U" o 2x4 BLOCKING BETWEEN II I BE GROUT FILLED w I TRUSSES TOENAILED TO SEE PLAN mm 4 } z O DOUBLE TOP PLATE WITH Q ° 0.131"x3 1/4" NAILS @ 4" O.C. U W ca c� p- O' TRUSS (AS NOTED) 0 DBL TOP PLATE FRAMED WALL NOTE: ALL HOOKS AND SPLICES TO BE 0 ` CONSTRUCTED AND SIZED PER NOTES O BLOCK. MAX. 6" FROM TOP AND TO 2x PER WINDOW MANUFACTURER'S SPECS � Z BOTTOM D01 VERTICAL REINFORCING 'Q 00 D03 BEARING/SHEAR WALL T CMU PT BASE PLATE (MDO 2x BUCK DETAIL W01 CONNECTION OF PERP. sCA�E:3/4"=,'-o"of DETAIL WALL CONNECTION DETAIL SCALE: 3/4" SCALE: 1/2"=,'-o" SHEARWALL TO TRUSS scALE:3/4"=1'-0" o .,,ct I z (REFER ROOF SHINGLES: ROOF TILES: � Q ( (D ��8t ROOF SHEATHING - SEE FRAMING I- 2x4 PLATES OVER W CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS z S PLAN FOR NAILING SPECS ROOF DECK - SEE 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) O PRECAST LINTEL, TYP. RECESS WHEN REQ'D NOTE: CUT BACK 2X8 P.T. @ SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES VALLEY FRAMING TOP TO ALLOW CONT. 2X4 FRAMING DETAILS FOR GLUED AND NAILED AT 6" O.C. DTL. MASONRY WALL BLOCKING AROUND CURVE. 1. G-90 GALV. COATING Uj ADDITONAL INFORMATION J SEE PLAN MIN. 2 TAPCON ANCHORS PER U) o ... 3. REGULAR POLYESTER 4. 1.0/0.5 MIL w/ PRIMER Z O 2X8 (2) LAYERS OF 3/4" CDX PLYWOOD 5. MIN. THICKNESS 0.0187 IN. 6. CHROMATE TREATMENT W U I= (3) 16d COMMON GLUED AND NAILED AT 6" O.C. r U HURRICANE ANCHOR AT EACH z J Z NAILS (TYP.) STAGGERED (TYP. ARCHED RAFTER) & I-' LLI O 11 11 NOTE: LINTEL (SEE PLAN) PRE -ENG. COMMON TRUSSES MAY BE �� LOCATIOHEADER N USED ILO. CURVED TRUSS 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE TOE NA LS EA. END EA. SIDE 2X BLK'G. TO 2x w/,'(2) 16d PLAN ) SEE FRONT ELEVATION FOR WINDOW TYPE � (REFER ROOF SHINGLES: ROOF TILES: � Q ( (D ��8t 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES O W CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS z S 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) O t ' 'oa W 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING Q C] z U 26 GA. GALV. FLASHING: O H 1. G-90 GALV. COATING Uj J J 2. MEETS ASTM A527 U) o ... 3. REGULAR POLYESTER 4. 1.0/0.5 MIL w/ PRIMER Z O 5. MIN. THICKNESS 0.0187 IN. 6. CHROMATE TREATMENT W U I= U HURRICANE ANCHOR AT EACH z J Z No z It TRUSS TO ROOF PLAN I-' LLI O 2X4 SPF CONT. O.S.B. w/ (2) - TOE AILS q i �, ) BLOCKING ATTACH TO EACH END " � NOTE: ROOF SHEATHING MUST 8d EACH END EA. O.S.B. , O 2X STUDS @ 16" O.C. FOR KNEE WALL O ~ 7/16" OSB W/ (2) 8d NAILS EA. SIDE NOTE:- USE SIMPSON H3 , , � BE APPLIED AND FASTENED TO .2x4 SPF CONT. � , � U BLOCKING ATTACH H4 OR H5 AT EACH END ��' �� BASE TRUSS PER PLANS BEFORE i 11 �I I ELEVATION VARIES U W 7/16" OSB EA. SIDE, W/ TO 7/16" OSB w/ (2) 2X BLK'G. TO ;" , �>' PRE ENGINEERED ROOF O LSTA18 @ 32" O.C. STUD TO PRE -ENG - `� W 6d NAILS(� 16" O.C. TO 8d NAILSF TRUSS/RAFTER ,`; „ �,' TRUSS BELOW DORMER FRAMING IS INSTALLED. TRUSS, SLIT ROOF SHEATHING FOR TOP OF MASONRY z = O.S.B.OSBw/ 2 - - SIDE & TOP NAILER END VIEW 8d EACH�ND (TYPICAL) ' ,ori '' iJ STRAP ALUM. DRIP EDGE w PRE -ENG. WD �- W .•... 7l16" OSB EACH SIDE, , � , � 11 2X BUCKS, SEE w/ 6d NAILS 16" O.C. ' � � � ,, , , 2X4 6" STUD CRIPPLE TRUSS, 24 O.C. TO SIDE & TP NAILER „/i �, O CONT. ROOF SHEATHING NAIL PER 2x CONT. SUBFASCIA co MD04FOR MORE INFO. 2x BUCKS END V� EW 2x4 PLATES OVER ROOF ,f/� ��,� AT 16 O.C. PLAN �. DECK -SEE DETAIL BELOW e �;' R-30 INSULATION - c PROVIDE 2x4 BLOCKING w/(2)16d NAILS VENTED ALUM. SOFFIT O DOUBLE TOP PLATE O FOR FASTENING SPECS 1/2".DRYWALL z EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER Q TYP. SINGLE O DOES NOT LINE UP ABOVE TRUSS 0ILJ BELOW AND CONNECT w/ HTS20 @ 32" TIE -BEAM w/ (1) #5 0 � WINDOW FRAMING DET. DORMER FRAMING & BOTTOM O.C. sono GROUT 4F01 ARCH W DF01 QQ SCALE: ,/2" =1'-0" n SCALE: 3/4" =1'-0" PRECAST CONC. OR POWERS REFER TO ELEV. z li WOOD FRAME a CMU PLATE CONN. DETAIL STEEL SILL TYP. @ALL FOR OVERHANG W 0 < � WINDOWS WINDOW PER > F¢- Z > 0 IF A/C IS SUSPENDED FROM TOP FLOOR PLAN U) 0 W J PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING - X � J ., CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED F- - W W GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, (1) SPH4 EVERY OTHER STUD COMPANY SEE O IY 0 1 SPEC.'S BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON I-- W PLAN " " STANDARD TRUSS „ p 0 �- 0 _.�---' BETWEEN 3/4 P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING �--� TOP CHORD VARIES LU 2 i/i R TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" FURRING @ 24" O.C. z ;; W OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD TRUSS WEBS NOT "' VERT REINF. BEYOND 0 = Z OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING ,D! SHOWN FOR CLARITY ! ' 8x8x16 CONC BLOCK W U W U 2X4 VERTICAL @24" O.C. SEE FOUNDATION Q Q = �-"" CONC. SLAB 0 i' Z 0 MAX. PROVIDE 4 10d NAILS - - - - - - - - - 2x4 #2 SYP CROSS �. O -i PLAN FOR MORE TO BOTTOM CHD & (3) 10d BRACING (AT 45°) W/ INFO �� Z) OF— + + 2x4 #2 SYP RAT RUN MAIN FLOOR F - NAILS TO TOP CHORD + TOP AND BOTTOM MIN I I (3) 12d NAILS TO RAT (Z) BAYS PAST A/C A/C UNIT AND PAN RUNS. TYP EACH SIDE ELEV 0'-0" (4) 16d COMMONS NAILED @EACH END LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" .� U) STRUCTURAL ENG CFG / BED CONDENSATE _ _ _ _.__. ---......._ _....-._.. LAP W/ (2) 16d NAILS MAX 48" MAX 48' _ TO EACH TRUSS. TYP + GALV. FLASHING + + SUPPLIER BY A/C -� Q DRAFTING. EACH SIDE ~ + CONNECTION TO BE (1 tic 0-sTRucr: JV + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i- - - - - - - - - - - SUPPLIED BY A/C - - QC CHECK: cc 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS -- - - - - - - - - COMPANY (�'R�',' 4:)50 w JOB No. TM - 2150381 COMMONS AL 2X4D NAILED TO SEE SHEET SD1 ' (n BOTTOM CHORD �;.,, � _ _ k iN�� = SCALE: AS INDICATED FOR FTG DETAILS + + (2) 2x4 #2 SYP BLOCKING W/ I- DATE: 04/17/2015 + + 19 BLOCKING UNDER A/C SUPPORTS EN PSON A34 OR LUS24-2 EACH � b CM01 CHIMNEY PRE-ENGINEERED TRUSS (TI301 A/C IN TRUSS4SO TYPICAL WALL SECTION 158 7 FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" _ ,'-o" CMU WALL -SINGLE .STORY .SCALE: 3l4" _ 1'-0" SD2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. SIN DIA BE) PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 161 NAILS GABLI - `BUSS TO PLT.@12" 0. MAX. CMU WALL C LINTEL BEL( SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION iIMPSON A23 @ EACH 3RACE TO PLATE 1/2" J -BOLTS w/ WASHERS (MIN. 6" EMBED) MIN. 6" FROM EACH END AND 32" O.C. MAX. HGA10KT @ 32" O.C. TIE BEAM COURSE w/ (1) #5 CONT. CMU WALL CONNECTION I oinenon,r.i i -inn 4n OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. FRAME WALL CONNECTION 11 A35 DIAGONAL TO TRUSS BOT, CHORD 2X TOP PLATE TO GABLE — it END W/ 16d NAILS @ 6" O.C. FRAMING FOR FALSE _ BEAM, IF REQ'D 2x4 STUDS @ 24" O.C. w/ SINGLE BASE & TOP PLATE VERIFY IF w/ PLYWOOD SHEATHING FALSE BEAM COVERING IS REQ'D CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 'G/E01 GABLE END FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR CONNECTION DETAIL SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. 7__! (5) 16d NAILS J BRACE TO BLOCKING II PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. SIMPSON H10A DIAGONAL TO BLOCKING= REFER TO PLANS FOR EXACT SIZE OF O.H. 1'-4" MAX. — CONT. 2X4 2X4'S @ 24" O.C. GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING GABLE BRACING @ 48" PRE ENG. TRUSS O.C. MAX. 45° FROM HORIZONTAL (+/- 10") BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** 2X4 ATTACHED TO EA. GABLE 2X4 BRACE WITH (2) 10d NAILS (1) A23 FROM STRONGBACK TO DIAGONAL 2X4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. MID (4) BAYS ((1) BAY AFTER BRACE IS REQ'D) i nm r GABLE BRACING CHART H GABLE BRACING 2x4 BLOCKING (2) 12d NAILS, ROOF SHEATHING PER PLAN 4'-8" < H :r= 7'-0" (1) 2X4 BRACE 7'-0" < H :�= 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H X14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2X4 BRACE TOENAILED @ EACH END.AT 24" O.C. LLI Q 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS 2x4 OUTLOOKERS SHEATHING SPAN TO BE 2'-0" MAX.) END @ EACH END BRACE TO LEDGER DTC CLIP, (2) 8d NAILS NAIL W/(2)16d NAILS EA. END @ 24"o.c. MAX.F INTO BLOCKING, (4) 8d (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP Q SHEATHING PER 2'-0" MAX. BOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS @ EACH WEB PLATE Z PLAN ATTACH PER NAILING SCHEDULE SIMPSON H-10(TYP.) :-4 -DTC CLIP, (2) 8d NAILS INTO Z g DOUBLE TOP PLATE w MASONRY WALL a .... BLOCKING, (2) 1/4"x 2 3/4" TAPCONS IN CMU. OR a w w EXTERIOR SHEATHING. Liu Z O END NAIL�OUTLOOKER OR LINTEL SEE :` SIMPSON META16 PLAN ATTACH PER PLAN FROM TOP OF WALL TO BOTTOM pW/(2)16d N I S TO TRUSS r 2X FACIA, END NAIL W/(2)16d NAILS@EA. 2x8 #2 SPF STUDS AT 16" O.C. OU 0- TOP PLT OU`fLOOKER STD CONDITION @ CMU MASONRY WALL 2x8 #2 SYP PT. BASE PLATE W/ 1/2"x8" ANCHOR BOLT OR TITEN (D z U) HOLD WALL DOWN 3-1/2" OR LINTEL SEE PRE -ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS PLAN . HD @ 32" O.C. & 6" FROM EACH END _j W (TYP.) m SHEATHING PER PLAN Q 1'-9" MAX. 11 ATTACH PER NAILING 0 SCHEDULE vVAULTED CONDITION @ CMU o TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THK. SIMPSON DTC, (2) 8d NAILS _j U - INTO BLOCKING, (4) 8d NAILS o TO TOP PLATE o , 1/2" x 8" J -BOLT @ 32" O.C. AND N 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO = W WASHER I BLOCKING, (2) 1/4"x 2 3/4" CEILING NAILER 0 TAPCONS IN CMU. OR LLO AS REQ'D. CMU WALL BELOW TRUSS TRUSS SIMPSON META16 cn q.: 1/2" GYP. BOARD �.:. MSTAM-24 TYP. EACH SIDE OF EACH STUD. REFER TO WALL SPLICE 2x4 SYP #2 BLOCKING, @ 24 O.C. w/(2) 12d END NAILS @EACH END. TRUSS PER PLAN O _ �`r /� ®j �'b �� ul - _ 0 N ON PT. FURRING ,. `� �}!� r - DETAIL FOR FLASHING MAY �, •° •• r, •• N o Z REQUIREMENTS (MSTA M -12's BE USED AT ENDS WHERE HEIGHT IS WALL SHEATHING PER PLAN LAY 2X4 BLOCKING OVER THE `� ° W ;, Z co `.� 0 � Q U LIMITED) LINTEL PER PLAN d ' TOP OF THE BOTTOM CHORD. • �• -� 2x WALL, SEE PLAN '',_ ATTACH w/ (2) 10d NAILS @ EACH TRUSS : Q.r ':: • %ice ••s•• ®` 0 STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL e ••••�•°' �� J U- NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM Bill!!a E04 GABLE END VAULTED F06 NON-BEARING WALL CLIP DETAIL TO FIELD VERIFY OR CCONTRACTOR ONDITION SREQUIRED CO TACT VAULTED CEILING SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D z rr kill m II c r 2X4 ATTACHED TO EA. GABLE 2X4 BRACE WITH (2) 10d NAILS (1) A23 FROM STRONGBACK TO DIAGONAL 2X4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. MID (4) BAYS ((1) BAY AFTER BRACE IS REQ'D) i nm r GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :r= 7'-0" (1) 2X4 BRACE 7'-0" < H :�= 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H X14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2X4 BRACE • • • • 2X6 ;OMMON NAILS @ 8" O.C. 1'-4" MAX �� REFER TO PLANS FOR EXACT SIZE OF O.H. CONT. 2X4 y 2X4'S @ 24" O 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART STRONGBACK IF REQUIRED, SEE CHART Q A A GABLE END SHEATHIN 2 FASTEN PE PLAN. 2X4 BRACE IF REQUIRED SEE CHART. 10d COMMON NAILS @6"O.C. GABLE VERTICAL 2ND 2X4 BRACE IF J REQUIRED, SEE x CHART A -A GABLE VERTICAL BRACING Lu o n~. _r z Q c 0 2 �- U 0 LL 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) z 10d COMMON NAILS @ EACH END 05�' (TYP.) O O ATTACH 2x6 RAFTER TO 2 N LLiI acc RIDGE BOARD WITH A35 O � LU ONE SIDE OF RAFTER. 2X E I � 8 RIDGE ATTACH A35 ON ADJACENT BOARD I � U RAFTER TO OPPOSITE SIDE (AS SHOWN) i tY I— FASTEN SYP OR SPF 2X6 (MIN. WIDTH) L C%) Z PLATE THRU O.S.B SHEATHING '9� (THICKNESS PER PLAN) TO NF1-cn �{: t PRE-ENGINEERED TRUSS BELOW WITH �� w Q Lu S8 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 P�� z PLATE TO TOP CHORD OF EACH TRUSS BELOW `( W (D g 24's @ 24" O.C. MAX. O t i J FASTEN CONVENTIONAL 2x VALLEY RAFTER I— Z • FRAMING (OR PRE-ENGINEERED VALLEY M 0 �[ TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 LL U !Y 16 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT w W 4 �. EACH RAFTER TO PLATE CONNECTION z LLJ zg� J W O O '^ U � v Q W rCF01 FIELD FRAMED o VALLEY DETAIL SCALE: 3/4"=1'-0" O a NOTE: CONTRACTOR TO NAIL 1st KING C7 STUD INTO HEADER PER HEADER Z SCHEDULE THEN ATTACHED 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED 0 SIMPSON SP2 TYP. TOP AND SEE SCHEDULE Z BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE 2 -ROWS 12d NAILS STAGGERED w Nr @ 12" O.C. EACH FACE OR H 0 *WHEN STUD LENGTH IS � LESS THAN 12" USE I 3 -ROWS 12d NAILS STAGGERED o Q @ 12" O.C. FOR 2x10 OR z F— LSTA30 STRAPS AT EACHI STUD WRAPPED OVER I U) 0 W OJ GREATER HEADER TOP PLATE & NAILED TO I I (/� I j LLj HEADER EACH SIDE w/ (11) 10d NAILS I DOUBLE 2x SYP #2 w/ 1/2" O O FLITCH PLATE HEADER (U.N.O.), O N 00 ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR 0 PER WF08/SD4 CONNECTION INFORMATION zW m FILLING AND BLOCKING AS U) 0 = Z DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO Lu~ J V w STUD TYPICALI I HEADER w/ (2) ROWS OF 12d U) W >_ Z 0 (U.N.O.) I @ 16" O.C. UNLESS NOTED w —) Q Q Z OTHERWISE j 0ry H l` 2x STUDS TYP. = ii I1/2" THREADED ROD EACH SIDE OF HEADER (CENTERED Win TOP PLATE U) STRUCTURAL ENG: CFG / BED OR 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING: EMBEDMENT INTO FOUNDATION ONLY H @ BRG WALL LOCATIONS W/ UPLIFT w-STRUCT: JV O O QC CHECK: CC NOTE: Nj R PT BOTTOM PLATE w ._ - N(, �UILOyy �. JOB No. TM - 2150381 ALL GABLE BRACING IS TO BE SYP#2 OR BETTER -- -- SCALE: AS INDICATED SAi�i"010 _... - .._.... ~ DATE: I N G Via; '�� 04/17/2015 GABLE END @ FLAT CEILING (GE02 GABLE BRAC F09 WALL HEADER DETAIL fry w/ BOSTON HIP SCALE: 3/4" =1'-0.. DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0.. SD3 MON I CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, up dlication, or r tansr oVQ IU the documens twou itht the expresseeconseno P4 writtn t f MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of . 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ 2 1/4" 2x DBL TOP 15 U c� @ NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. 3/8" O MIN. /z SHEATHING SHEATHING PER 2 PLATE BEYOND w z --- X 4'/z SIMPSON SDS SCREWS @ / ( O.C. MAX. °- U_ @ NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. PLAN CONNECTION PER PLAN LJJ ATTACH TO GABLE END STUDS W/ (2) 1J4 X 3/Z' ❑ O ¢ 'A' =NAIL Q SIMPSON SDS SCREWS @ 16" O.C. MAX. — _ _ _ — — — — — — — T a _r Q NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS oI SPACING IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 IT -TI -T -IT- — �fI LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. I I I I I I I I II I @ NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS EXTERIOR WALL II I I II_ _II_ _ _II II O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2 A 1/2" OR TRUSS III -- — — — @ 3" O.C. _ _ _ 2X12 BOX HDR w/ 2x8's TOP &BOT., -- II I III II II II I I WALL © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d FASTEN 10d X 3" NAILS AT WALL TO BE FASTENED O.C. 2X8 Q SHEATHING COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM A �/2,,; TO 2X12 A ENED TO III III I I II II I SPLICE, SEE PRECAST LINTEL w/ (2)ROWS STAGGERED Z 12 2x4 SYP #2 OR PRE-ENGINEERED III OPENING III II I I I I I SPLICE DETAIL. w w O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. W ROOF TRUSSES @ 24" O.C. MAX. 4 w LINTEL SEE SEE PLAN DESIGNED FOR SHINGLE ONLY III III II II I I BMAX ETWEEN PACE MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING PLAN w Z ROOF SHEATHING ATTACHED PER I) I 3 III I II LI PANELS � W NOTE: � i p O NAILING SCHEDULE III TYP. III II II II II Z) 00 EXTERIOR SHEATHING I O III AROUND III II I I I I 2x STUDS BEYOND, U_ 0 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT CL OPENING SEE PLAN FOR W U_ RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT STUD TRANSOM i SLOPE AS REQ'D U SIMPSON III III I I II I I I I MORE INFO w z � O AS NOTED ON PLANS. SHEATHING SPLICE, WINDOWS SELEil' i Z (� H3 CLIP (4) 10d NAILS FOR CONV. III -rI— — -TI— III II II I LI LU 2 BETWEEN EXTERIOR PLAN FRAMED MEMBERS ONLY = � >_ O II I I I I I I I I I I II II II I I W ¢ rr I - SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING & BLOCKING III I (( II I II I II II II II o = p STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS 2X6 P.T. SYP. #2 CONT. w/ (2) J W 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS 0 U) m GYPSUM I �I p REQUIRED BETWEEN STUDS. MAX. WALLBOARD SPACED EVENOLY VERTICAOLLY_��Ill_-1I1L��L =1 PRE-ENGINEERED ROOF cn 0 N0 JOINT, LINTEL SEETRUSSES 24" O.C. MAX. _ — _ _ _ — — _O _ 7 O 1/8" GAPPLAN2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ — — FLOOR SYSTEM— � —`�(2) 1/4" X 4'/2' SIMPSON SDS SCREWS @ 16" O.C. MAX. — — — — — u NAILING PER O 4'-0" MAX ATTACH TO GABLE END STUDS WJ (2) 1/4" X 3'/z" 2x BOTTOM PLATE SCHEDULE PKT SGD L 2X4 BLOCKING ATTACH PER MANUF. SPEC'S 2X8 P.T. SYP. #2 TOP & o SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 BEYOND SEE PLAN @ N IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE 2 ACED FLATWISE BOTTOM w/ 10d NAILS - - PL O 16d NAILS 3" O.C. TO 2x6 VERTICALS LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAMW EACH END W SHEATHING SPLICE DETAILPOCKET '� � (S'DO1 SHED ROOF DETAIL41F1 EXTERIOR SHEATHING ATTACHMENT (P'SO, HEADER SECTION OC U5 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SGD W� TRANSOM SCALE: 3/4"=1'-0.. � N Ln NOTES: o JJi 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + �:, \ �� •�•••••••• �a,� C:J LLI o 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + •' �, •••� , Z Z NOTE: 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY)UA t ° S V PLATE LENGTHS MUST BE AT 4 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" a'� w a° J PIPE OR DUCT W/ PENETRATION ) EDGE DISTANCE ° OF MORE THAN 50% OF TOP TO BLOCK OUT TOP PLATE 8 O 2x44" SYP BLOCKING : 0 • LEAST 8'-0" LONG. TYP. @ O OUTSIDE 2 2x4's • • �= Q PER DETAIL SEE TRUSS PLAN „ ♦ ., , � e � �5 p 24 O.C. w/ 3 12d • FOR MORE INFO ° NAILS @ EA. END PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d @ 3" O.C. ATTACH W/ (2) 10d NAILS O.C. 2" EDGE 3" EDGE 5" EDGE ALONG w/ % vNA"R' J 0 PSPN516Z W/ (12) 16d NAILS TYP. (SOLID BLOCK w/ 2x6) CONNECTORS/A=•••,® °°•,•� W TOP &BOT. z 1Od x 3" �/� ° �' 2x4 STUDS PER DOUBLE 2X4 TOP PLATE 23 w + ++++ ++ + DOUBLE 10d @ 3 O.C. 10d x 3"bD — FRAMING PLAN TOP SPLICE ❑ 2x8 #2 SPF VERTICAL @ W COMMON z w z 4„ < 4 24" O.C. w/ EXTERIOR J ❑ — a , �8„ z 3" z z U -� Q 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d 2 0 M� w w w ¢ o (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING 0 il! LO ,n 5" 10d x 3" t 4 1/2" a- w W CJ 48„ cn p tl TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 1 Od NAILS p ,� MSN COMMON w 41@ EACH VERTICAL Q",, 2x4 BEYOND AGAINST a N 2x8 STUDS o 10d x 3" cv U' TRANSOM BETWEEN LINTELS D-' r . TOP SPLICE COMMON z z W d - w z SEE PLAN FOR ATTACH 2X STUDS TO TOP OPP. SIDE < U a 10d x 3" SLOPE AS REQ'D Q q r0 ATTACH 2X STUDS TO TOP z I I a_ I I � I I Z LINTEL INFO PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON ,. v - cn ALL ) DOUBLE 2X8 a _ OPP. SIDE 2x6 #2 SYP P.T. CONT, w/ (2) U • EA. SIDE TYP. AT ALL �* d EA. SIDE) TYP. ATA TOP PLATE _ _ 1/4 x 3 1/2 TAPCONS @ 12' W 0 EXTERIOR CONDITIONS EXTERIOR CONDITIONS 1O x 3" O'1 2x8 STUDS PER O.C. SPACED EVENLY pil 11 ju FRAMING PLAN OPP. SICOMMODE DISTANCE PER PKT. SGD VERTICALLY O> BOTTOM SPLICE • Z OVER STUD TOP PLATE TRANSITION DETAIL ATTACHMENT BY 2x6.+J BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d z (2) 2X4's (2) 2X6's (2) 2X8's INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS � L TOP PLATE SPLICE (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. a Q 4 FO TYP. BRG WAL 0 2X BUILT-UP STUD ouTSIDE 2xs „_ ,_ „ WFO (3) or (4) 2x COLUMN (PS02 SECTION AT POCKET W SCALE. 3/4 -1 0 COLUMN DETAIL SCALE: 3/4" =1'-0" ~ SLIDER SCALE: 3/4" =1'-0" p Z STRUCTURAL SHEATHING SE ROOF SHEATHING, U (2) 2x TOP PLATE x x � ATTACHED PER NAILING PLAN -- NAIL PER PLAN x x fA �gt SCHEDULE DOUBLE TOP PLATE O W (2) 2x BUILT-UP COL. z SIMPSON SP4 OR 2x BLOCKING w/ 2 12d 2X4 #2 SPF O 0 SP2 @EACH STUD Uj z NAILS @ EACH END BLOCKING @ Q� 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EACH STUD OR g 24" O.C.w/ (2) U Q Z TRUSS MEMBER, TYP. MAX.24" w SIMPSON LSTA30 w/� 16d END NAILS F- ( PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER W O.C.). IF MASONRY, USE (2)1/4" CONDITIONS STRAP EACH END _ v TAPCONS w/ MIN. 2" ROOF TRUSS -SEE EXTERIOR SHEATHING FRAMING PLAN FOR AROUND TALLER STUD) _ < Z EMBEDMENT @ 24" O.C. NAIL PER PLAN � C7 SPACING PRE-ENGINEERED ROOF TRUSS - ' TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR CONNECTION MORE BRG. WALL INFO W W 4 �~ xxxx Q J Z Z WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN I I " (2) 2x TOP PLATE a 2X8 #2 SPF VERTICAL @ 24 O.C.O.C.` p I— SEE PLAN FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/ MIN W/ EXTERIOR SHEATHING CC I— MIN (2) 2x UNDER GIRDER (4) 12d NAILS @ EACH END SEE WF06/SD3 ATTACHED PER NAILING U I— TRUSS U.N.O. FOR MORE U (LD02 LEDGER AT LOW ROOF LSTA24 INFOR < . SCHEDULE END (4) 12d NAILS ¢ W SIMPSON @TOP &BOTTOM z SCALE: 3/4" =1'-0" EACH STUD (n 2X IBRG WALL, SEE PLAN Uj , d. 2x8 w/ (2) 10d NAILS (n FOR STUD SIZE & SPACING. LINTEL SEE @EACH VERTICAL a MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP PLAN PKT SGD 2 SEE PLAN FOR • U TRUSS U.N.O. w/ (2) ROWS OF 10d NAILS PT POST (AS NOTED) CONNECTION STAGGERED @ 8" O.C. ATTACHEDMENT Z CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q O INDICATED ON BEAM SCHEDULE. IF BUCKET SECTION /`T POCKET IS INSTALLED THE SHORT SPAN STRAP IS F1 SECTION AT DOUBLE BEARING F 1 WALL STEP BEARING rPSO3 S /`1 0 amno NOT REQUIRED. _Z EXTERIOR BEAM AS NOTED SCALE: 3/4" =1'-0" FRAME WALL SCALE: 3/4" = 1'-0" SLIDER SCALE: 3/4 -V-0" W 11 HTS20 CLIP FROM POST TO BEAM Lo 2 La LAP BEAM PLYS AND NAIL AS SHOWN z a l-- (5) 0.131 x 3 1/4" NAILS PER PLY O L>Lj Q HTS20 CLIP FROM POST TO BEAM 2:0„0 2:0„0 LU LU EXTERIOR BEAM AS NOTED SER<qp ROOF SHEATHING, �FR�p ROOF SHEATHING, O 1 T r FASTEN PER PLAN F- UJI PLAN VIEW @TOP OF POST RISS FASTEN PER PLAN R�'Ss + 2x8 TO UNDER SIDE o � ~ 2x4 FRAMING @ 24” O.C. 2x4 FRAMING @ 24” O.C. PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO Ca R + + OF ROOF SHEATHING 11.1 00 = Z LEDGER LEDGER ' PROVIDE (4)1Od x 3" PROVIDE (4)10d x 3 + + Wp U _j Z 0 ABU POST NAILS AT JOINT 4O.C.AILS AT JOINT N H 10d NAILS 4 O.C. 10d NAILS @ O. Q BASE (AS NOTED) °G 2X6 FACIA �' . 2X6 FACIA PER-ENG TRUSSES PER-ENG TRUSSES p e 5/8" THREADED ROD w/ PER PLAN PER PLAN SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL @ U CL SP4 TO EACH OVERHANG MORE INFO AND 24" O.C. w/ EXTERIOR • o• NUT SET IN ADHESIVE CONNECTION TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS SHEATHING ATTACHED ° PER NAILING SCHEDULE � STRUCTURAL ENG: CFG /BED PER PLAN TO LEDGER PER PLAN TO LEDGER 4 & (4) 12d NAILS EACH Q DRAFTING: - - o I a TRUSS MEMBER I- a I `? SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) i © / PLAN FOR ADDITIONAL CMU WALL PER PLAN „ pO 2x FRAME WALL PER PLAN @ \ 1/4 X4 TAPCONS 16d NAILS 16 O.C. LINTEL SEE PLAN •' Q-STRUCT: JV -- �I / INFO 12" O.C. � QC CHECK. CC PKT SGD ATTACHMENT —' 2x8 w/ (2) 1O NAILS @ W JOB No. TM - 2150381 -'� CONDITION @ CMU WALL CONDITION @ FRAME WALL BY BUILDER EACH VERTICAL �)iC-[�i _. �' N�, = SCALE: AS INDICATED SIDE VIEW @ BASE OF POST : S.��J="C�:xl;3 ~ DATE: 04/17/2015 (601 CORNER COLUMN FRAMING4F11 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. ��j SCALE: 3/4" =1'-0" SCALE: 3/4"=1'-0.. SD4 SCALE: 3/4" _ 1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. 3/4" SHEATHING 2x STUDS @ 16" O.C. SEE PLAN 2x4 STUDS @ 16" O.C. SIMPSON LSTA30 STRAP < SOLID SHEATHING TYP. (U.N.O.) SHEATHING PER PLAN < S ATTACH PER NAILING(MAX 10° ANGLE) W/ (22) 10d hoc @ HEADER 2x4 #2 SYP BLOCKING EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN FT @ 48" O.C. W/ (2) 12d SCHEDULE ATTACH PER NAILING WALL PRE-ENGINEERED ROOF NAILS. BEND STRAP OVER SIMPSON SP4 w/ (6) 10d W TOENAILS EACH END 3/4" SHEATHING TYP. 2x4 BOTTOM PLATE TRUSS - SEE FRAMING PLAN TOP PLATE MIN. 3", THEN X 1 172" @ 24" O.C. SCHEDULE FOR LOCATION & SPACING (2) 2x SPF TOP PLATE Q 2x STUDS @ 16" O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ RUN DOWN FACE OF JAMB (2) 12d AT 12 SYSTEM 42 FLOOR " O.C. STUDS/ HEADER U.N.O. ON PLAN DECKING PER — 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. FLOOR NAILING ATTACH SHEATHING TO •• 2x4 #2 SYP ANGLE AT 12" O.C. RIBBON BOARD WITH (2) EXTERIOR SHEATHING FROM ; (2) 2X HEADER - SEE 2ND AGAINST TRUSS MAX. SCHEDULE ROWS 8d NAILS @ 3" O.C. TOP OF WALL TO BOT. RIBBON, FLOOR PLAN FOR MIN. STAGGER ROWS 1.5 VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR __ (4) 16d NAILS RIBBON TRUSS STRAP -SEE " • " 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 J END STUDS@ 16" O.C. W/ (2) 16d (2) 8d NAILS @ 3" o.c. META16 AT CONNECTIONS • ATTACH SHEATHING TO (2) 2X SILL AT WINDOW w/ 2x ; Q NAILS @EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) " . CRIPPLE STUDS AT EACH END H NAILED TO STUD PACK w/ 10d NAILS IF HEADER IS UPSET W SYS. 42 FLOOR CONNECTOR SCHEDULE FOR _.,, EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN @ 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: C] TRUSSES @ 24" CONNECTION ==== SEE CONNECTOR SEE PLAN FOR SIZE • ATTACH SILL w/ (2) 10d TOENAILS �, (1) 2x SILL PLATE w/ (2) W Z O.C. (MAX) O.S.B. TO OVERLAP SILL SCHEDULE FOR :11AND REQ'D # OF DOUBLE 2X TOP PLATE 1 1/4" (MIN.) GYP. CLG. BD. + ATTACH RIBBON TO AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. 0 1/2" GYP. CLG BD OR CONNECTION EACH TRUSS w/ (4) STUDS PLATE WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS 0 F— (2) 5/8" TYPE "X" WHEN r..`:, 8d NAILS 3" O.C. WALL 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN O IN GARAGE SHEATHING TO BOTTOM 1/2" GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ U PLATE RIGID INSUL. BETWEEN ; • DECKING PER FLOOR i 2 10d TOENAILS. (D BEARING DIRECTLY OR FRAME WALL C ) 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) 10d NAILS & ,/' OPENING LARGER THAN z V 8" CMU WALL TO STUDS & (8) 1/4" X (4) 1/4" X 2 1/4 TITENS IF FLOOR •. 4FT (2) 2x SILL PLATE w/ 0 � 8 CMIU (10)10d NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE. REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4 TRUSSES ARE 20 TO 26 DEEP TITEN SCREWS TO +• FLOOR TRUSS SEE , • W WALL CONNECTION •• •, 235CLIPLEACHSIDEw/ 4S, 2 -STORY CONNECTION4S, 2 -STORY CONNECTION4s, 2 STORY CO LINTEL COURSE. ,• FRAMING PLAN FOR CONTRACTOR TO USE SIMPSN •• 2x CRIPPLES N IL O.C. p USE SIMPSON MSTCM60 • • CONNECTION INFO.. . Q `, MSTCM60 STRAP w/(20) 16d SINKERS & , w/ (2) 10d TOENAILS T&B p SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" CANTILEVER SCALE: 3/4" = 1'-0" (14) 1/4" X 2-1/4" TAPCONS FOR (MSTA36 STRAP IF TITENS ARE NOT IN • (PLYWOOD T&B SHEATHING O PARALLEL WALL PERP. WALL p� STRAP W/(20) 16d SINKERS & •. �� „( --� TRUSSES 20" TO 26" DEEP • . ; • Q &) � LINTEL COURSE OR INTO FILLED CELL � (IF TITENS ARE NOT IN LINTEL ""13/4"• SEPARATE SHEATHING . • SEE DETAIL WS11/SD5 USE 1/4" X TITENS) U.N.O. • • UNDER WINDOW COURSE OR INTO FILLED CELL FOR MORE INFO USE 1/4" X 1 3/4" TITENS) U.N.O. ;; ;; SEE DETAIL WS11/SD5 N 2nd FLOOR WALL; SEE PLAN NOTE: FOR MORE INFO W W CONTRACTOR TO PROVIDEPROVIDE BLOCKING • STRAPS CALLED OUT WITHIN THIS DETAIL ARE FOR MORE INFO. IF • • W ADEQUATE WATERPROOFING.SHEATHING IS NOT BELOW JAMBS IF FLOOR ONLY REQUIRED WHEN INDICATED AS SUCH ON "" LL � NO CONCRTE SLAB PERMITTED CONTINUOUS TO BOTTOM OF TRUSS IS NOT PRESENT THE STRUCTURAL PLANS OR WHEN THE O • • ��• • . � FLOOR TRUSS, CONTRACTOR "• STRUCTURAL SHEATHING IS NOT CONTINUOUS Z MASONRY WALL SEE. TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO FROM TOP OF WALL TO BOTTOM OF FLOOR O®rrr��r�ll!®��d QW-, 0 SYSTEM AND WHEN 3 OR MORE WINDOWS ARE STRAPS FROM EA. STUD TO �,� ®� 0 TRUSS IN A ROW (ONLY JAMB STUDS BETWEEN 2X TOP & BOT. RIBBON ��»®®a••®••••4� �.� WINDOWS) CENTER WINDOWS MUST HAVE CONT. • • �'� „°LO W 6 SEE ARCH DWGS FOR LSTA30 STRAPS TOP AND BOTTOM AND EACH `y" �, : c::) ¢ Z `9 Z TOPPING INFO SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE PROVIDE BLOCKING - f"� fig""' U LOAD PLAN FOR MORE INFO ` ® Sc M Q a HANDRAIL BY OTHERS BELOW JAMBS G <., � [] w4SO GIRDER / COL. CONNECTION SO HEADER CONNECTION '' a 3/4" PLYWOOD FLOOR e « SCALE: 3/4" =1'-0 SCALE: 3/4" =1'-0" « •+ b p boy«••p•• � J I DECKING ATTACHED PER @ 2nd FLOOR @ 2nd FLOOR 7� �{�®� � �,.. LL I NAILING SCHEDULE 77 SLOPE s/1111111®®e ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: SLOPED BALCONY FLOOR U ...— 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 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS OL LEDGER / LUS26 OR LUS46 CL u TRUSS - SEE FRAMING PLAN �<< S SIMPSON LSTA30 w/ (22) .. 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE I) FOR LOCATION & SPACING yFFT 10d NAILS (MAY BE O 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX ° DOUBLE 2X TOP ANGLED UP TO 10°) U � SEE PLAN 5. MIN. THICKNESS 0.0187 IN. SHEATHING ° PLATE SOLID SHEATHING ZUf, co 6. CHROMATE TREATMENT QJ7 N EXTERIOR SHEATHING @HEADER C6 o PRE-ENGINEERED ROOF SEE WS11/SD5 FOR SIM. END o • o • FROM TOP OF WALL TO z o TRUSSES @ 24" O.C. CONDITION ° BOTTOM RIBBON SIMPSON SP4 w/ (6) W I TRUSS STRAP - SEE ° a ATACHED PER NAILING 10d x 1 1/2" @ 24" O.C. d O R-30 INSULATION FRAMING PLAN FOR o SCHEDULE EACH SIDE �' _ a LINTEL PER PLAN • CONNECTIONS ° ° OF WINDOW LOCATION U � TRUSS STRAP SEE ROOF 2x12 #2 SYP CONT. LEDGER W/ �o a --- (2) 2x SPF TOP PLATE W PLAN (3) 1/4"x4-1/2" SDS SCREWS ° ° _.- O U EQUALLY SPACED ° • z n q4 U VERTICALLY @ 24" O.C. AND @ o (2) 8d NAILS @ 3" O.C. TO O d'C� JAMB STUDS & FLOOR EA. END VERTICAL (MIN. 2" (2) 2X HEADER -SEE 2ND W $ BEARING O TRUSS BELOW FLOOR PLAN FOR MIN. > FROM T&B) SEE PLAN I I HEADER SIZE & REQ'D 0 SEE WS10/SD5 FOR IX ADDITIONAL INFO STRUCTURAL COLUMN JAMB STUDS [L m \\-1/2" CEILING GYP. BD. SEE PLAN FOR SIZE 2X BOTTOM PLATE Ld ALUM. DRIP EDGE AND REQ'D # OF IX DECKING PER DECKING PER p DBL. TOP PLATE STUDSU FLOOR NAILING FLOOR NAILING 2x CONT. SUBFASCIA 3 HDR. PER PLAN o SCHEDULE SCHEDULE VENTED ALUM. SOFFIT °° FLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW FLOOR TRUSS SEE � ° ��//�•� WINDOW AS SCHEDULED p SECTION AT BALCONY o FRAMING PLAN FOR SILL /FRAME DOWN INFO FRAMING PLAN FOR p V,J Z BFO 1 CONNECTION INFO \ CONNECTION INFO � J 8 MIN 2x4 STUDS @ 16" O.C. SCALE: 3/4" =1'-0" WO W r SEE PLAN FOR MORE INFO ZO TEXTURED CEMTITUOUS \ — TEXTU, ED MIN. 1/2" GYP. BD. NOTE: - 0 THICKNESS (1) SIMPSON LSTA30 , STRAPS CALLED OUT WITHIN THIS DETAIL ARE , �'�- U Z 2x BOTTOM PLATE w/ STRAP W/ (11) 10d TO ° ONLY REQUIRED WHEN INDICATED AS SUCH ON O (2) 12d AT 12" O.C. ENGINEEREDZ STUDS ABOVE PLATE o THE STRUCTURAL PLANS OR WHEN THE SIMPSON LSTA30 w/ j J MID -SPAN BLOCKING TRUSS STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 10d TO STUDS = v U.N.O. US FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. I— %� Z 3/4' O.S.B. FASTEN PER PLAN 2 R-11 BATT INSULATION — WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST — O OG FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR W O Q FOR DEPTH AND DIRECTION I FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN Z W 1� Z BEAM SEE PLAN Q —� f Q FLOOR SYSTEM DRAFT S GIRDER/ COL. CONNECTION4SO HEADER CONNECTION LL r) SEE DETAILS ABOVE FOR STOPPING AT 1000 SQ FT REFER TO ROOF PLAN ` O O 2nd FL. HIGH BM. @ 2nd FLOOR HIGH BEAM SCALE: 3/4"=1'-0" a w N MORE INFO. MAX: DRAFT STOPPING � FOR CONNECTIONS @ SCALE: 3/4" = 1'-0" U MATERIALS MIN THICKNESS W SHALL BE 1/2" GYP BOARD Z = OR 15/32" OR 7/16" OSB. Uj BEARING ATTACH TO FLOOR TRUSS REFER TO PLAN FOR ACCOMODATE GIRDER STRAP (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACK w/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. 6" FROM COLUMN - CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE SEE PLAN AND BOTTOM CHORDS i THICKNESS ON CMU 10d NAILS SEE BRG WALL/ 2 -STORY WALL PLAN i p.s.i.) w/ 6x6 10/10 W.W.M. I PRE -ENG. FLOOR SYSTEM - (2) SIMSON LSTA 18 C LINTEL AS PER PLAN I IF NO FLOOR SYSTEM OR FIBER REINF, CONC. STRAPS CENTERED @ `- INSTALL KNEEWALL & SEE FLOOR FRAMING FLOOR W1(14) 10d NAILS < (4) 2X STUDS (3) 2X STUDS C REFER TO FOUNDATION' PLAN FOR FTG. INFORMATION PROVIDE SOLID BLOCKING FLOOR W/ (14) 10d NAILS ATTACH 2X STUDS ADS W/ A D UNDER COLUMN ABOVE SEE TRUSS 16d NAILS @ O.C. ATTACH 2X STUDS SYSTEM INFO. __ _.._..m_ __ SHEATHING PER PLAN' 3-1/2" CONC. SLAB W/ (2) 16d NAILS @ 6" `- WD. HD. HT. :::: ATTACH PER NAILING 11 < O.C. HANGER SCHEDULE, (2) SIMPSON META16 I. SEE PLAN Q CONTINUOUS FROM FLOOR TRUSS TO EXTERIOR — TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A C ...... BOTTOM PLATE. 0 -0 _ WINDOW AS SCHEDULED BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR — DOUBLE BOTTOM PLATE PRE -CAST OR POWERS BUILT-UP COLUMN INFO. STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN (2) H5 TO EACH FLOOR TRUSS, SLIT FLOOR r.77 I FURRING w/ R-4.1 FOIL BEYOND COLUMNS INSULATION DECKING TO F C VE t FITJ A A C 2X 2ND FLOOR STUDS F SEE PLAN FOR MORE L INFO. TEXTURED CEMTITUOUS WOOD BASE BOARD 1/2" DIA. THREADED ROD WITHIN ACCOMODATE GIRDER STRAP FINISH, 1/2" MIN. 6" FROM COLUMN - TRUSS PER THICKNESS ON CMU 3-1/2" CONC. SLAB (2500 SEE BRG WALL/ 2 -STORY WALL PLAN i p.s.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. 2 SIMPSON LSTA18 O I OR FIBER REINF, CONC. STRAPS CENTERED @ SEE FLOOR FRAMING ON 6 MIL. VAPOR BARRIER REFER TO FOUNDATION' PLAN FOR FTG. INFORMATION FLOOR W/ (14) 10d NAILS PLAN FOR FLOOR I SEE TRUSS SYSTEM INFO. VERT. #5 IN FILLED CELL TIM 3-1/2" CONC. SLAB LAYOUT FOR i 11 HANGER (2) SIMPSON META16 FIN. FLR.- Q W) FLOOR TRUSS TO EXTERIOR — °� - - - - - - - - MASONRY WALL SHEATHING FINISH 0 -0 — •, .. , ° _ __ __ _ W/ TOP OF MASONRY I 00 SEE SHEET SD1 FOR FTG DETAILS MASONRY WALL ATTACHED PER i GRADE W NAILING SCHEDULE i CLEAN COMPACTED tLW0 POISON TREATED FILL TRUSS PER I PLAN 587 ASO TYPICAL WALL SECTION SO 2 -STORY COLUMN S1 WALL TO FLOOR TRUSSASO SECTION CORNER FRAMING AT ��,��IN� 2 STORY CMU / FRAME SCALE: 3/4" =1'-0" @ GIRDER SCALE: 3/4" =1'-0" CONN . DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. SD5 e � 11 Q W) p W W tLW0 � c R W Z I— U �w �zO J STRUCTURAL ENG CFG / BED DRAFTING: -STRUCT: JV QC CHECK: CC _.._.. - ...._..-- -- _....... JOB No. TM - 2150381 SCALE: — AS INDICATED DATE: 04/17/2015 SD5 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 & SPI @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN W ARCHS NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & 2x8's @ 16" O.C. APPROVED BLDG. USE SIMPSON MTS12 OR LSTA18 TO BLOCKING SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON ROOF SHEATHING SPACING. Q MAX (U.N.O.) WRAP BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING SCHEDULE HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ (2) 12d PRE-ENGINEERED SCHEDULE TOENAILS EACH END PLYWOOD FLOOR SEE TRUSS -SEE 2X4 CONT. W/ (2) 12d Q MSTAM24 EACH SIDE (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD W OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & SCHEDULE p WALL BELOW Wil (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. U) 10d NAILS AND 5 O � ANCHOR BOLT OR UNDER WINDOW JAMBS TRUSS � „ ;, 2X6 #2 SYP CONT. LEDGER W/ (2) /4 x3 2x8 #2 SYP SILL PLATE W/ � O 1/4"x2 3/4" TAPCONS J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS @ 16" O.C. MAX. & %" EPDXY ANCHOR OR W p — (2) 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE 3" FROM EA. END - USE (3) SCREWS J -BOLT @ 32" O.C. W/ MIN. BUILT-UP STUD PT 2x8 BOTTOM & 3" FROM EACH END TRUSS PLAN FOR "IzFLOOR TRUSS SEE PLAN FOR 24" O.C. 7" EMBEDMENT & 6" FROM 0 a' COLUMNS PLATE O.S.B. TO OVERLAP CONNECTION INFO EACH END Z V LEDGER PER PLAN BOTTOM PLATE 1 114 SEE PLAN RECESS LEDGER INTO °° SIMPSON LUS26. USE 1x PT NAILER a (MIN.) TRUSS. VERIFY W/ SHOP ° LUS26-2 FOR 2PLY TRUSS J m W C) LOW ROOF' SEE DRAWINGS PT FURRING AS TRUSS PLAN FOR °<. 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT REQ'D PER ARCHS CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS 8" CMU WALL a ° ,. EXT. FINISH, PER ARCHS MASONRY USE HETA16 @ 24" O.C.) OPT. TRUSS p LEDGER L RECESS 0 0 N W W rLD 1 LEDGER AT GIRDER4s, F02 VWALL SPLICE0 SECTION COMBO LD03 SECTION AT OPEN TO ABOVE U_0 _ , ,. SCALE: 3/4"-1-0 „_ , „ SCALE: 1 1/2 -1-0 TRUSS SCALE: 3/4" =1'-0" LEDGER SCALE: 3/4" =1'-0" z DETAIL LU o r4# o®oesooa�� s ®�i LO N c--C:D Uj C!! EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 @ 2x4 BLOCKS, (2) 16d NAILS @ 2X4 NAILER TO STUDS W/ CdA � • i `� Z Z' V ATTACH PER NAILING TOP & SP1 @ BASE. LSTA19 SHEATHING PER EACH END. BLOCK ADJACENT #2 SYP 3-16d @ EA. STUD. ATTACH TRUSS " Q SCHEDULE OR MTS12 MAY BE USED @ BASE. 2X8 @ 16" O.C. - SEE FRAMING EXT. SHEATHING ATTACH PER 2x4 NAILER w/ (2) — PLAN ATTACH PER NAILING SCHEDULE BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL TO NAILER W/ (3) 10d TOE NAILS. 's� • `' : • ;` �� • CL D Q NAILING 10d NAILS @ 16 O.C. AND 's y • � '•. � � J (2) 2X4 #2 SYP BLOCKING W/ SIMPSON HUC24-2 EA. END 2X BLOCKING W/ (2) 12d PLAN FOR MORE INFO. SCHEDULE 2x4 STUDS @ 16" O.C. SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. INFORMATION ROOF EXTERIOR SHEATHING ATTACHED .•• o®•ow • Gtt� �� ` J a iv �� ` „ U_ W/ (4) 10d & (2) 10d NAILS. TOENAILS EACH END PER NAILING SCHEDULE �p//IAIaII I61Aa®, 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/ � 2x4 BLOCKING BETWEEN SIMPSON H10A @EACH TO BLOCKING SIMPSON H2.5 '- (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, CL TRUSS TO -■■�� O C3 _ STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24 O.C. MAX. (INSTALL (4) NAILS U EACH END FOR MORE INFO. ALL THREAD ROD ADJACENT DIAGONAL, FASTEN TO DIAGONAL w/ (2) 16d NAILS ,; SIDS OD SCREWSALLY --- AT EA. SIDE OF G.T.) Z „ @ 48 O.C. O.C.4MAX EQUSPACED & 3" :__ ::: I"•••{ N '. TRUSSES PER PLAN FROM END OF LEDGER -USE 3 f) " ' SIMPSON LUS26 OR IF 2 -PLY M J 0 2x8 #2 SYP P.T. STILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED LEDGER SIMPSON S26 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 TRUSS. VERIFY SEE FLOOR FRAMING PLAN & TTRUSS RUSS TO LEDGER w o s Z j"' .. F O EMBEDMENT @ 3.2" O.C. & 3" @ 6" O.C. + HORIZONTAL (/ 10°) BRACE NOT REQUIRED w/ SHOP DRAWINGS WS11/SD5 FOR MORE INFO. VERIFY PLAN FOR LOCATION _ ►"'+ - - o � FROM EACH END ° (2) 2X4 TOP PLATE 6 FROM EAVES. AND DIRECTION (IF PARALLEL 8 CMU WALL, TYP. U w �" 2 PRE-ENGINEERED TRUSS - 4,. SEE FRAMING PLAN FOR a . <. 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) SEE WS10/SD5 FOR BLOCKING INFO. 0 H , C.M.U. WALL C.M.U. WITH ROOF LOAD Z z SPACING &CONNECTION _ SEE PLAN °.; OPT. OPT. TRUSS RECESS LEDGER ■,^`' INFO. 4.. C.M.U. WALL PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. >O Z O ■ a04 cc 4s, SECTION AT RAISED F 1 SECTION AT OPEN ABOVE4Fl 2 STORY FRAME WALL (LD04 SECTION AT LOW ROOF W BRACING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" H E E L TR U S S SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" cn � � z A 1 01 SEE PLAN FOR DEPTH OF LANDING U) LL 0 J � Ld J g t � '-' STANDARD (3) 2X12 STRINGERS w/ SIMPSON PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL - ,, FLOOR CONSTRUCTION �� .. NOTES SEE TRUSS PROFILE/ARCH PLAN FOR MORE INFORMATION p Q OU J �.. 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IF MANSONRY (2) 2x HEADER SEE PLAN FOR 0 z PRE-ENGINEERED FLOOR SYSTEM I WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO O.H. SEE 2nd FLOOR PLAN FOR MORE INFO & CONNECTIONS p Q KNEEWALLORBEAM PLAN VIEW @LANDING EACH STUD. ((2) 1/4 x 3 1/2 " TITENS @ 16" O.C. MAX. FOR APPROPRIATE HEADER DETAIL SEE ELEV. __ WINDOW SEE PLAN FOR LOCATION 0 z 0 3/4" PLYWD. DECKING MASONRY WALL) 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO (2) 2x SPF I I I TOP PLATES I I I MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR W H O LLO 11 I I I I GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL Q SPACED 1/2 x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE p z B I STRINGERS TO LEDGER w/ (2);16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW z > Z > 0 I FLOOR SYSTEM NAILS WALL SHEATHING IS C~i) J I 2x STUDS SEE PLAN I I I (2) 2x HEADER PER PLAN STOPPED BELOW ROOF LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL = J W W I I I SEE FLOOR I � IX PLAN OR MORE I ROOF SHEATHING ATTACHED PER NAILING 0 W W 0 1 I INFO I RISERS PLYWOOD FLOORING SEE SCHEDULE p 0 Z 2x P.T. BASE PLATE SEE FLOOR FRAMING PLAN FOR MORE INFO 0 rvo W m _ Z TREADS 2x BASE PLATE w/12d @ 24" O.C. W V ....� BEARING SCHEDULE A.B. INFO TO FLOOR SYSTEM BELOW p J i' Z FOR I cn W LA SEE PN FOR I \� W O F N ' ' ORE p SEE FOUND. PLAN FOR FTG. REQ. 2x12 STRINGERS ONE INFORMATIONI- A ON EACH SIDE AND 1/2" THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2" ATTACH A SCHEDULE ON FLOOR PLANS FOR C TOP PLATE TO HEADER WITH LS•TA12 BENT O O ONE @MID -SPAN FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS � Q STRUCTURAL ENG: CFG DRAFTING: ---- / BED -- --- - - LOCATION &CONNECTION INFO MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE z JV STUD AND (5) 10d NAILS INTO HEADER W W -STRUCT: SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST JACKS / KINGS # OF STUDS TO O FLOOR HEADER CONTACT EOR TO 0 � QC CHECK: CC JOB No. TM - A 2150381 _ _ _ SCALE: AS INDICATED MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE POVIDESHEATHING F14 2nd STORY INTERIOR BRG. ATTTAC ED PEER NAILING SCHEDULE 4 rSRO1 GENERAL LANDING &AF1 OF STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCONS TYPICAL WALL �Uiwi�c ~ DATE: 04/17/2015 „ _ FOR EXTERIOR 2 STORY WALLS WALL & EXTERIOR SCALE: 3/4 -'-° STAIR FRAMING INFO SCALE: 3/4" =1'-0" o „ _ SECTION SCALE: 3/4 -1-U rnpVPIr_WT nnr-n 9nlA- Tho infnrmatinn rnntainwl in this rinriimant is a nnvrinhtprl and is Lha Aynhmix/A nrnnPrty of MnKITA (ONSLII TING R nFSIGN OF WMR & ASSOCIATES. INC. Anv use. duplication. or transfer of these documents without the expressed. written consent of MONTA CONSULTING & DESIGN. OF WMR & ASSOCIATES. INC. is strictiv prohibited. W Q MIN. (3) 2x SYP #2 PARTY WALL OR — CONTRACTOR TO STUDS REQ'D @ END _ — STANDARD(3)2X12 ELEVATOR WALL SEE CONSTRUCT PANELS OF LANDING W/ MIN. (6) STRINGERS W/ MAKE PANELS WIDTH PLAN TO SLIDE INTO THE JQ 16d NAILS FROM SIMPSON A34 CLIP TO 6" MIN. OF (ELEVATOR DOOR ELEVATOR SHAFTTHRU DOOR OPENING 1= LEDGER TO STUD �� FLOOR SYSTEM 7/16" SHEATHING LU MIN. PACK 1 3 2 WIDTHS MAY VARY. W/ 8d RING SHANK PANELS 1 AND 2 TO BE 0 MIN8" BEARING FOR NAILS @ 6" O.C. ON co CENTER PANEL. ALL EDGE AND 12" O.C. IN INSTALLED AND w Z LINE UP 2xJOIST IN LINE WITH MIDDLE OTHER PANELS TO FIELD SHIFTED OUT N � STANDARD (3) 2 12 2x12 STRINGER TO BE BEAR ON LEDGERS ALLOW FOR. PANEL 3 0 1 -- (WHICH IS LONGER) TO O STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 ATTACH PLATFORM TO BE INSTALLED LAST U — CLIP TO FLOOR ;_ LEDGER W/ 1/4 X 3-1/2 PLATFORM LAYOUT AND WILL AID LOCKING Z C) SYSTEM & LANDING z SDS SCREWS @ 12 EVERYTHING FRAMING2xJOISTS @ LANDING O.C. ON ANGLE TYP. TOGETHER. LLI m z z @ 16"O.C. W/ SIMPSON 0 z A35 OR LUS26 HANGER FLOOR SYS M MID SPAN BLOCKING Q % zz ON EACH SIDE A W/ (2) 12d TOENAILS p 10" MIN. 2X6 #2 SPF CONT. O o O LEDGER W/ (2) 1/4" XLL `r 3-1/2" SDS SCREWS @ 2X6 #2 SPF RIM BOARD - 'J ' ,� RIMBOARD 16" O.C. MAX INTO W/ (3) 16d NAILS INTO N STUDS OR FLOOR �' f 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH $ JOISTSLu 12" O.C. W/ (3) 16d END END UNDER " STAIR WINDER DET /\ I L NAILS FROM RIM JOIST PLATFORM ° O 4-0 MAX 2xJOIST P.T. IF ATTACHING TO A TO JOISTS W/ 2X6 MID '� � (2) 2x BEAM PER SCHEDULE ( WIDTH OF LANDING MASONRY WALL CONT LEDGER SPAN BLOCKING w 2X6 #2 SPF @ 12" O.C. z ®�Ypwp�pd� REQ'D @END OF LANDING ) MAX s' -o" O 'i��r �fi�s. a FOR STRINGERS TO O @ �� MID SPAN BLOCKING TO w/ 3 16d NAILS 16 O.C. MAX. �' MATCH JOIST DEPTH W1 3 TO EACH STUD. 2 1/4" x 3 1/2" SEE PLAN FOR ��♦��Oa+�m „' Lr°� CONNECT TO. BEAM TO O (( )Ln C14 BEAR DIRECTLY ON BUILT 10d TOENAILS EACH EIND TITENS @ 16" O.C. MAX. FOR ADDITIONAL BEARING CD W Z Z UP COLUMNS BELOW MASONRY WALL) WALL INFORMATION MAx s -o" a'°; Q rST04 ELEVATOR TEMP. FLOOR _.w A -A PLAN VIEW 0 90 DEGREE TURN LANDING , „ MIN 7/16"FLOOR PLATFORnn DETAIL SCALE: 3/4 -1-0 Q SEE SCHEDULE FOR MAX WIDTH OF LANDING%� „�• �.. Q SHEATHING 'tom- • _ — MIN. (3) 2x SYP #2 ZxJOIST LEDGER P.T. O® J u. j ( PLYWOOD SHEATHING 2x4 CONT. TOP PLATE res '�+®G�,S ��' -� � STUDS REQ'D @ END IF ATTACHING TO 3%2' ATTACH TOP PLATE TO `� OVER LANDING STUDS W/ (2) 16d TOE 1„ fill OF LANDING W1 MIN. (6) MASONRY WALL) ATTACHED PER 2x4 #2 SPF STUDS @ IL SEE ARCH PLAN � 3`z 2x4 CONT. TOP PLATE �. 16d NAILS FROM GENERAL FLOOR 24" O.C. NAILS U) MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE .. a.. // LEDGER TO STUD CONSTRUCTION J PACK SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB x X 2440 C. W/ (2) 1D2d @ TOE NAILS OF (2) 16d 0- 16" O.C. NOTES SHEATHING OVER O O OF LANDING MAX 2x6'VER'fICAL @ 6-0 TOENAILS BOTTOM LANDING ATTACHED NOTCH SILL PLATE _ U BEAM @ END OF O.C. MIN.. AND @ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS p PER GENERAL FLOOR OPENING. W/IN 10d NAILS 4" O.C. NOTCH SILL AND @ z 4. iiLANDING PER HANDRAIL KNEEWALL NOTCHED 2x6 24" O.C. EVERY OTHER Q � N / CONSTRUCTION PLYWOOD FLOORING SCHEDULE ( @ STUD TO BE F-1 �. VERTICAL LOCATIONS). TO SLIDE E DOWN VERTICAL L NOTCH FLOOR .. NOTES ) ATTACHED TO I -JOIST �, ._..�"`•�,_ 2x L -BRACE W/ 12d � z, O � �• r , MID SPAN BLOCKING BELOW (OTHERWISE w o - :e. - STANDARD (3) 2X12 TO MATCH JOIST c SYP #2 STRINGERS W/ ACCOMMODATE 2x ATTACH W/ (2) 12d_ O , NAILS @ 4 O.C. .FACE OF I -JOIST SHEATHING TO � �, z DEPTH W/ (3) H SIMPSON A35 2x6 VERTICAL AND TO I JOIST W//(3) 41Cx 3 TOENAILS @BOTTOM) U .I SIMPSON A34 / A35 ..."�.._.... � � �� _ � I ` . @ 2x4 SILL PLATE W/ (2) O O, -_ TOENAILS EACH END CLIP TO FLOOR C SYSTEM & LANDING /- CONNECTIONS SECTION X -X @ANY OPENING C &QUALOOD SCREWS 16d TOE NAIL EA. ..' FRAMING z U _ MASONRY WALL OR 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + z' af 0 FRAME WALL BEYOND + + CONT. BRACE & 10d z ATTACH TOP PLATE TO 3 I -JOIST TO OUTSIDE z 'XSTUDS 2/ (2) 16d TOE 4� FACE OF JOIST +8' + NAILS @ 4 O.C. TO.�y� LU 0 NAILS + + FLOOR SHEATHING O Q Q = 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST w B -B CROSS SECTION OF BEAM TO LEDGER TO24"ENAILS SBOT2d N.T.S. W/(2)v4' EQUALLY w U TOENAILS BOTTOM 'JillzSCREWS EQUALLY 0 SEE PLAN FOR SLICE CUT PLYWOOD 2x4 CONT. TOP PLATEf�t SPACED & CENTERED p MASONRY WALL OR FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN I -JOIST j WOOD WALL STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR FNAILS 8" WIDE WEB I-- B B 2x4 #2 SPF SILL PLATE X PERPENDICULAR TO FLOOR Z X STIFFENER @ 48" O.0 W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ . p (@ EA. BRACE). w/ (2) q U V O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ cn is $ TOENAILS BOTTOM 10d NAILS @ 4" O.C.„ W �.- 3 O.C. NOTE: O i. (NOTCHED @ 2x6 0 Vf a r LSTIFFNER TO BE z p M (2) 2x BEAM PER SCHEDULE 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO (2) SIMPSON LSTA24 NOTCH SILL AND VERTICAL LOCATIONS). FLUSH w/ OUTSIDE OF O Q 06 � Z in °_' REQ'D (d) END OF LANDING SCHEDULE @LANDING MASONRY WALL) CONT LEDGER STRAP (1 EA. SIDE OF PLYWOOD FLOORING BOTTOM CHORD (. Q r. -d T c FOR STRINGERS TO CONNECT @ 16"O.C. w/ (3) 16d NAILS @ 16” O.C. MAX. BEAM TO. BEAM TO BEAR DIRECTLY AA35 OR LUS26 ANGER TO EACH STUD. ((2) 1/4" x 3 1/2" AT LANDING ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX. FOR OF LANDING MASONRY WALL) 2x8 A -A PLAN VIEW @ 180 DEGREE TURN LANDING (2) 2x12 2x6 6'-0" NOTCHED NOTCHED AT LANDING 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 @ 3" O.C. TOP AND A35 @ EA. STRINGER (2) 2x12 BOTTOM CHORD TO LANDING (1) 2x12 (1) 2x8 -JOIST PER 4'-0" FRAMING PLAN (3) 2x12 2x8 W/ SQUASH SEE AR S. FOR MAX. (2) 2x12 BLOCK OR RISE STEPS AND (1) 2x12 (1) 2x8 BEAM/FLOOR V. MI . TREAD DEPTH TRUSS PER PLAN (3) 2x12 2x12 (2) 2x12 PENDING LANDING 7'-0" 9'-0" HEIGHT AND PLAN 2x12 STRINGERS ONE 5'-0" LAYOUT. HEADER WITHIN ON EACH SIDE AND (3) 2x12 SUPPORT WALL COULD ONE @ MID -SPAN (2) 2x12 BE REQUIRED. SEE PLAN 7'-0" 8'-0" FOR REQUIRED HEADER 2x6 5'-0" AND SUPPORT A34 @ EA. STRINGER (3) 2x12 INFORMATION. TO LANDING Ar 1A 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x ATTACHED TO 5'-0" STRINGER (2) 2x12 2x JOIST (P.T. IF 8'-0" (2) 2X BEAM PER ATTACHING TO 2x12 STRINGERS ONE SCHEDULE @ END OF MASONRY WALL) CONT LEDGER w/ (3) 16d ON EACH SIDE AND LANDING FOR STRINGERS NAILS @ 16" O.C. MAX. ONE @ MID -SPAN TO CONNECT T BEAM TO EACH STUD. ((2) 1/4" TO BEAR DIRECTLY LY ON BUILT UP COLUMN x 3 1/2" TITENS @ 16" A35 CONNECTION BELOW. O.C. MAX. FORMASONRY WALL) MIN. (3) 2x4 SPF #2 COLUMN WOOD OR MASONRY BASE PLATE WALL SEE PLAN FOR ATTACHED PER PLAN MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0•' (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'4" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" STUD) EVERY 48" O.C. TO ALLOW VERTICAL UO N J Z OF go— o TO SLIDE DOWN TO J V> _ R'� Z FLOOR BEAM CONDITION � J is FLOOR BEAM SEE FACE OF I -JOIST w a ,00PLAN 2x6 VERTICAL AND �Q U) 0 iE ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & Q ~ Q E TO I -JOIST W/ (3) Y4" x 3" @ANY OPENING W U Ce SDS WOOD SCREWS LU W Q r' EQUALLY 2j" 1 -JOIST SEE PLAN Z W Z z �I SPACED/CENTERED IN < W Q O v �+ `1 I -JOIST TO OUTSIDE (ST02 SECTION HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR O ~ FLOOR BEAM CONN. SCALE: 3/4"=1'-0" N.T.S.Q w z LU _ p U5 -� 3%" LU 2x4 CONT. TOP PLATE SEE ARCH PLAN 2x4 CONT. TOP PLATE (ATTACH TOP PLATE 0 MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO TO STUDS W/ (2) 16d a__ STUDS W/ (2) 16d TOE 3 1�2TOE NAILS X X NAILS z z 2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ Q 24" O.C. W/ (2) 12d „ O TOENAILS BOTTOM 10d NAILS @ 4 O.C. 2x4 CONT. TOP PLATE 24 O.C. EVERY OTHER j G (NOTCHED @ 2x6 ATTACH TOP PLATE TO STUD TO BE p VERTICAL LOCATIONS). STUDS W/ (2)16d TOE 32" ATTACHED TO TRUSS z NOTCH SILL AND NAILS '�`�` BELOW (OTHERWISE SEE ARCH PLAN ATTACH W/ (2) 12d LU PLYWOOD FLOORING _ � MAX. 4-0 ABOVE FLOOR TOENAILS @ BOTTOM) W TO ALLOW VERTICAL TO SLIDE DOWN TO 2x4 #2 SPF STUDS. @ X X Z Q � 2x6 VERTICAL AND 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) Q z > 0 @ ATTACH 2x6 VERTICAL TO SHEATHING TO 16d TOE NAIL EA. _ 0 W J FACE OF TRUSS L -BRACE 6-0 O.C. & TOENAILS BOTTOM CONT. BRACE & 10d @ ANY OPENING ACCOMMODATE 2x V) 11J LLT TRUSS W/ (3) %4' x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO � � SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4" O.C. ' FLOOR SHEATHING O 0 SPACED/CENTERED IN TRUSS W PLYWOOD FLOORING O (NOTCHED. @ 2x6 DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS p 0� 0 TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS Uj N.T.S. TO SLIDE DOWN TO W/ (2) %4"x3" SDS z W m FACE OF TRUSS SCREWS EQUALLY _ 2x4 #2 SPF STUDS _ = SPACED & CENTERED LU ( O „ @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS U) LLI > z O 2x6 VERTICAL @ 6'-0" L -BRACE @ 6 -0 O.C. & — Q TO TRUSS W/ (3) �4' x 3" O.C. MIN. AND @ANY @ANY OPENING 8" WIDE WEB W � 'Q = OPENING W/IN EQUALLYSDS WOOD SCREWS STIFFENER @ 48" O.C. W 0 ~ ~ HANDRAILNOTCH SILL PLATE SPACED/CENTERED IN (@ EA. BRACE) W/ (2) U KNEEWALL TRUSS SEE PLAN ROWS OF 10d NAILS @ FOR VERTICAL TRUSS TO OUTSIDE� FACE OF TRUSS 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED 2x L -BRACE W/ 12d FLUSH W/ OUTSIDE OF Q DRAFTING: NOTE: SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR BOTTOM CHORD H 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN:, (4) 4" 2x JOIST PER NAILS @ 4" O.C. N.T.S.Z X 3" EVENLY SPACED TAPCONS MIN. END DISTANCE OF 1-14 SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" w-STRUCT: JV @ 2 IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT p Q� HEIGHT OF LANDING QC CHECK CC (S' TO GENERAL LANDING U� 3. (1)2x12BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR (ST03 SECTION HANDRAIL W/ LU - -- - -------------- PER FLOOR PLAN w STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL � JOB No. TM - 2150381 (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. FLOOR TRUSSES SCALE: 3/4" =1'-0" cn STAIR FRAMING INFO SCALE: 3/4" = V-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID V 1158 = SCALE AS INDICATED UNDER BEAMS LESS THAN 2x12) SECTION X -X ~ DATE: 04/17/2015 a to ST1, 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.