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HomeMy WebLinkAbout321 Big Spring Ter 15-2514 (new sfh) (a)-. ......- .,,..�:. _....y ... - GENERAL CONSTRUCTION NOTES: ' GHAPTER5 AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNE55 LOT 36 THORNBROOKE 40 � ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" . OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLA55IFIGATION. CEILING CONSTRUCTION: I. 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 MANCHESTER 2138 ELE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.1 AND A5TM C 1063, GARAGE RIGHT THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND A5TM C 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. T, AYLOR MORRISON AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM FL45HING; TH 0 RN BR00 KE 40's I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE T V OR DIRECTION, AND AROUND ROOF OPENINGS. CO1 " M 11 " M 1 U N 1T 1 SPECIFIC 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE DRAWING INDEX WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE 5URFACE OF THE STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW IN5TALLATION: MONO FOOTING, ALUMINUM OVER 2x& 5U5 FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL, U).H.,150 AMP 5ERVICE/PANEL 50X, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. NON WET AREA. 2A2 —MAIN FLOOR PLAN DIMENSIONS ' R PLAN N TE ASPHALT SHINGLES (IF APPLICABLE): 2 B 1 -UPPER F L00 O S 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R9052b1. 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 a eo•••w®e® °+��® PLANDI M E NSIONSFROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) ANp LE55 ?HAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OFit, q�Ln2B2 UPPER FLOOR UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE 11 OR A5TM D 615115 REQUIRED IN ACCORDAN 0 A� 2C —at INTERIOR ELEVATIONS STAIR SECTION DETAILS SEGTIONR9052.1. �:� .4 / / CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : •'' N. ®•® 3A 1 - F RO NT, E LEVATI O N "A" WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS 11010 . ••., • ��O THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. • '�� �`�� 3A2 - ELEVATIONS ROOF PLAN BUILDING SECTION TU5 AND 5HOWER AREAS: / / 1. CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, 01325, OR 0I118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND M3FLASHING DETAILS WALL PANELS IN SHOWER AREAS. _TERMITE PROTECTION: 3AB IaL SH I N G DETAILS 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MAIN FLOOR R E LEC C TRI AL PLAN MATERIALS, IF' 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, MAIN AND BE 5EALEq WITHIN THE SLAB U51NG A NON-GORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. UPPER FLOOR ELECTRICAL PLAN 2. PROTECTION AGAINST DECAY AND TERMI,rE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LE45T I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) 0 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER RQOF. RECORD COPY V) MECHANICAL AND HVAC: T� 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS 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 DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, REVIEWED FOR CODE COMPLIANCE OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDE[) IN FRONT OF THE CONTROL 513E TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF _ PLANS EXAMIN R�� A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE At DATE ,. ,; SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN5ING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE [DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN .SANFORQ al iH IlIN( DIVISION ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. ' PERMIT ISSUED SHAD, BE CONSTRUED TO BEA EXHAUST FANS AND VENTING: LICENSE TO PROCEED WITH THE WORK AND NOT AS (.OUTDOOR DISCHARGE. THE AIR BEHOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE ASIDE ANNYY OF THE PROVISIONS OF THE TECHNICAL Di T6 VIOLATE, CANCEL, ALTER OR SET EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. O CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL THE BUILDING OFFICIAL FROM THEREAFTER BE EXHAUSTED DIRECTLY TO THE OUI'[OORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL M REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE SPACE, OR OTHER AREAS IN51DE THE BUILDING, 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION �ONI�i�C�I'TON TE�''� INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND'NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 0 REQUIRED LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR Results to be Verified THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." at Slab Inspection4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, +r ATTENTION GENERAL CONTRACTOR / SUNDER: 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, • ED DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR 2138 CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE'FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5uBJECT 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. TITLE COVER SHEET GENERAL NOTES REV. 01-01-2015 REVISION LOG 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION COV - GENERAL NOTES, INDEX, SPECIFICATIONS IN5TRUGTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, x 0 w TNORNBROOKE 40'5, ELEVATION "A", GARAGE DWELLING / GARAGE OPENIN65: 1 —SLAB INTERFACE PLAN to J r0 I0) RIGHT LU/ PLAN OPTION5 INCLUDING: FRONT THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, SOLID CORE J h �, 0 DOOR GLA55 INSERT, CALIFORNIA COUNTERTOP, 2A1 1 — MAIN FLOOR PLAN N NOTES (5.0.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE. � N� 9 FT. POCKET 5LIDER AT FAMILY ROOM, /� �/� FLOOD ZONE REQUIREMENTS: M v/ 0000) OPTIONAL LANAI AND ELECTRICAL OUTLET IN PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. NM0, L > j C4 LL 0 0 NONNI C 0 > �roW E - o tooC 0;: N 0~ 0W 4m# z��° NON WET AREA. 2A2 —MAIN FLOOR PLAN DIMENSIONS ' R PLAN N TE ASPHALT SHINGLES (IF APPLICABLE): 2 B 1 -UPPER F L00 O S 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R9052b1. 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 a eo•••w®e® °+��® PLANDI M E NSIONSFROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) ANp LE55 ?HAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OFit, q�Ln2B2 UPPER FLOOR UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE 11 OR A5TM D 615115 REQUIRED IN ACCORDAN 0 A� 2C —at INTERIOR ELEVATIONS STAIR SECTION DETAILS SEGTIONR9052.1. �:� .4 / / CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : •'' N. ®•® 3A 1 - F RO NT, E LEVATI O N "A" WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS 11010 . ••., • ��O THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. • '�� �`�� 3A2 - ELEVATIONS ROOF PLAN BUILDING SECTION TU5 AND 5HOWER AREAS: / / 1. CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, 01325, OR 0I118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND M3FLASHING DETAILS WALL PANELS IN SHOWER AREAS. _TERMITE PROTECTION: 3AB IaL SH I N G DETAILS 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MAIN FLOOR R E LEC C TRI AL PLAN MATERIALS, IF' 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, MAIN AND BE 5EALEq WITHIN THE SLAB U51NG A NON-GORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. UPPER FLOOR ELECTRICAL PLAN 2. PROTECTION AGAINST DECAY AND TERMI,rE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LE45T I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) 0 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER RQOF. RECORD COPY V) MECHANICAL AND HVAC: T� 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS 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 DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, REVIEWED FOR CODE COMPLIANCE OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDE[) IN FRONT OF THE CONTROL 513E TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF _ PLANS EXAMIN R�� A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE At DATE ,. ,; SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN5ING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE [DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN .SANFORQ al iH IlIN( DIVISION ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. ' PERMIT ISSUED SHAD, BE CONSTRUED TO BEA EXHAUST FANS AND VENTING: LICENSE TO PROCEED WITH THE WORK AND NOT AS (.OUTDOOR DISCHARGE. THE AIR BEHOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE ASIDE ANNYY OF THE PROVISIONS OF THE TECHNICAL Di T6 VIOLATE, CANCEL, ALTER OR SET EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. O CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL THE BUILDING OFFICIAL FROM THEREAFTER BE EXHAUSTED DIRECTLY TO THE OUI'[OORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL M REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE SPACE, OR OTHER AREAS IN51DE THE BUILDING, 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION �ONI�i�C�I'TON TE�''� INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND'NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 0 REQUIRED LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR Results to be Verified THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." at Slab Inspection4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, +r ATTENTION GENERAL CONTRACTOR / SUNDER: 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, • ED DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR 2138 CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE'FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5uBJECT 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. TITLE COVER SHEET GENERAL NOTES REV. 01-01-2015 REVISION LOG 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION COV - GENERAL NOTES, INDEX, SPECIFICATIONS IN5TRUGTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, 01-15-15 CREATED AT D LOT 5PECIFIC PLAN FOR LOT 36 IN L TNORNBROOKE 40'5, ELEVATION "A", GARAGE DWELLING / GARAGE OPENIN65: 1 —SLAB INTERFACE PLAN 150 STATE STREET EAST OLDWAR, FLORIDA 39677 813. 92S . 1300 TEL 813.925.1800 FAX WWW.DAVLSBEWS.COM TAMPA • DELIVER RIGHT LU/ PLAN OPTION5 INCLUDING: FRONT THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, SOLID CORE DOOR GLA55 INSERT, CALIFORNIA COUNTERTOP, 2A1 1 — MAIN FLOOR PLAN N NOTES (5.0.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE. 9 FT. POCKET 5LIDER AT FAMILY ROOM, /� �/� FLOOD ZONE REQUIREMENTS: OPTIONAL LANAI AND ELECTRICAL OUTLET IN PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. NON WET AREA. 2A2 —MAIN FLOOR PLAN DIMENSIONS ' R PLAN N TE ASPHALT SHINGLES (IF APPLICABLE): 2 B 1 -UPPER F L00 O S 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R9052b1. 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 a eo•••w®e® °+��® PLANDI M E NSIONSFROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) ANp LE55 ?HAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OFit, q�Ln2B2 UPPER FLOOR UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE 11 OR A5TM D 615115 REQUIRED IN ACCORDAN 0 A� 2C —at INTERIOR ELEVATIONS STAIR SECTION DETAILS SEGTIONR9052.1. �:� .4 / / CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : •'' N. ®•® 3A 1 - F RO NT, E LEVATI O N "A" WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS 11010 . ••., • ��O THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. • '�� �`�� 3A2 - ELEVATIONS ROOF PLAN BUILDING SECTION TU5 AND 5HOWER AREAS: / / 1. CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, 01325, OR 0I118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND M3FLASHING DETAILS WALL PANELS IN SHOWER AREAS. _TERMITE PROTECTION: 3AB IaL SH I N G DETAILS 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MAIN FLOOR R E LEC C TRI AL PLAN MATERIALS, IF' 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, MAIN AND BE 5EALEq WITHIN THE SLAB U51NG A NON-GORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. UPPER FLOOR ELECTRICAL PLAN 2. PROTECTION AGAINST DECAY AND TERMI,rE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LE45T I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) 0 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER RQOF. RECORD COPY V) MECHANICAL AND HVAC: T� 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS 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 DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, REVIEWED FOR CODE COMPLIANCE OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDE[) IN FRONT OF THE CONTROL 513E TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF _ PLANS EXAMIN R�� A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE At DATE ,. ,; SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN5ING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE [DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN .SANFORQ al iH IlIN( DIVISION ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. ' PERMIT ISSUED SHAD, BE CONSTRUED TO BEA EXHAUST FANS AND VENTING: LICENSE TO PROCEED WITH THE WORK AND NOT AS (.OUTDOOR DISCHARGE. THE AIR BEHOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE ASIDE ANNYY OF THE PROVISIONS OF THE TECHNICAL Di T6 VIOLATE, CANCEL, ALTER OR SET EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. O CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL THE BUILDING OFFICIAL FROM THEREAFTER BE EXHAUSTED DIRECTLY TO THE OUI'[OORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL M REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE SPACE, OR OTHER AREAS IN51DE THE BUILDING, 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION �ONI�i�C�I'TON TE�''� INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND'NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 0 REQUIRED LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR Results to be Verified THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." at Slab Inspection4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, +r ATTENTION GENERAL CONTRACTOR / SUNDER: 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, • ED DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR 2138 CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE'FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5uBJECT 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. TITLE COVER SHEET GENERAL NOTES REV. 01-01-2015 REVISION LOG DAMS BEWS DESIGN GROVP m 150 STATE STREET EAST OLDWAR, FLORIDA 39677 813. 92S . 1300 TEL 813.925.1800 FAX WWW.DAVLSBEWS.COM TAMPA • DELIVER EST. 1994 oz�_� NON WET AREA. 2A2 —MAIN FLOOR PLAN DIMENSIONS ' R PLAN N TE ASPHALT SHINGLES (IF APPLICABLE): 2 B 1 -UPPER F L00 O S 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R9052b1. 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 a eo•••w®e® °+��® PLANDI M E NSIONSFROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) ANp LE55 ?HAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OFit, q�Ln2B2 UPPER FLOOR UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE 11 OR A5TM D 615115 REQUIRED IN ACCORDAN 0 A� 2C —at INTERIOR ELEVATIONS STAIR SECTION DETAILS SEGTIONR9052.1. �:� .4 / / CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : •'' N. ®•® 3A 1 - F RO NT, E LEVATI O N "A" WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS 11010 . ••., • ��O THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. • '�� �`�� 3A2 - ELEVATIONS ROOF PLAN BUILDING SECTION TU5 AND 5HOWER AREAS: / / 1. CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, 01325, OR 0I118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND M3FLASHING DETAILS WALL PANELS IN SHOWER AREAS. _TERMITE PROTECTION: 3AB IaL SH I N G DETAILS 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MAIN FLOOR R E LEC C TRI AL PLAN MATERIALS, IF' 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, MAIN AND BE 5EALEq WITHIN THE SLAB U51NG A NON-GORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. UPPER FLOOR ELECTRICAL PLAN 2. PROTECTION AGAINST DECAY AND TERMI,rE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LE45T I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) 0 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER RQOF. RECORD COPY V) MECHANICAL AND HVAC: T� 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS 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 DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, REVIEWED FOR CODE COMPLIANCE OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDE[) IN FRONT OF THE CONTROL 513E TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF _ PLANS EXAMIN R�� A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE At DATE ,. ,; SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN5ING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE [DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN .SANFORQ al iH IlIN( DIVISION ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. ' PERMIT ISSUED SHAD, BE CONSTRUED TO BEA EXHAUST FANS AND VENTING: LICENSE TO PROCEED WITH THE WORK AND NOT AS (.OUTDOOR DISCHARGE. THE AIR BEHOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE ASIDE ANNYY OF THE PROVISIONS OF THE TECHNICAL Di T6 VIOLATE, CANCEL, ALTER OR SET EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. O CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL THE BUILDING OFFICIAL FROM THEREAFTER BE EXHAUSTED DIRECTLY TO THE OUI'[OORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL M REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE SPACE, OR OTHER AREAS IN51DE THE BUILDING, 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION �ONI�i�C�I'TON TE�''� INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND'NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 0 REQUIRED LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR Results to be Verified THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." at Slab Inspection4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, +r ATTENTION GENERAL CONTRACTOR / SUNDER: 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, • ED DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR 2138 CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE'FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5uBJECT 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. TITLE COVER SHEET GENERAL NOTES REV. 01-01-2015 REVISION LOG m ,i v n. N.B. M ELEVATION j. l) 0'-4" ELEVATION l -) m'-4" v *— a, m JOB NUMBER 25002.228 � CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MAk FLORIDA 34677 813 925 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. ��ILD/NG, SANFORID ��p�ar-i r�`�� G.G. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 IN5TALLED AT PL BETWEEN WALKWAY AND GA AGE SCALE: 1/4" : I' -m" ****** GARAGE RIGHT 14'-0" 16'-0" v • • x m w C 0 r0 cA c0 �, Cx.G: VERIFY 13'-0`64" A/CI 8" g" ON LANAI = PAD (5EE MECH. (CONTRACTOR 1 �_ _ 1FOR LOG.) I ELEVATION — O m'-4" 16'-2" 8" g'-2" 3'-4" 1 8" II = � 200 I' 55 FOR POCKET 5 I RECE R P E L DER >4 a II 1 � 3/4" P.V.C. CONDENSATION ZVI DRAIN BY PLUMBER o o t- N \ % 011 5'-4" 6'-11" ml TILE SEAT ABY, — — — a' 5HOWER RECE55 2'-0" `" AIR HANDLER REFERENCE LINES FROME LEVATION Lu / N �_ UPPER FLOOR �r l+) m' -m" — — x ALL 6: — — — — r II II II OPT. f OPT. LWA5HER J LDRYER J61-111 411 �� LQ r- I Q� W/ D15P 2'-1" 18' g° 4.8 41-b" y _ PROVIDE WATER LINE FOR ICE MAKER /Op v y, �� 18" H. W.N. 3/4" R.ECE55 a PLATFORM ABV. a, FOR ENTRY DR - °^ 50 GALS W.H. 2a„ c i 3'-0 2' 8" 2' I" 2' a, ELEVATION NJI /LINEOF '�' PAVERS l) 0'-4" 3" 5TEEL PIPE FOR CONCRETE a � I BOLLARD ABV. i I ---------- ------ I ------------------------ c.�.------ — I � I I co _ I cA m I I I vl ELEVATION / LEADWALK AA PAVER DRIVE F 3A2 Ik-8" 11•0" 2' 8" I6' -m" 21'-4" 3m' -m" JOB NUMBER 25002.228 � CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MAk FLORIDA 34677 813 925 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. ��ILD/NG, SANFORID ��p�ar-i r�`�� G.G. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 IN5TALLED AT PL BETWEEN WALKWAY AND GA AGE SCALE: 1/4" : I' -m" ****** GARAGE RIGHT v • • x m w C 0 r0 ON�M s N m r JOB NUMBER 25002.228 � CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MAk FLORIDA 34677 813 925 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. ��ILD/NG, SANFORID ��p�ar-i r�`�� G.G. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 IN5TALLED AT PL BETWEEN WALKWAY AND GA AGE SCALE: 1/4" : I' -m" ****** GARAGE RIGHT • • x m w C 0 r0 ON�M N m r .>:=.j cm >JM 1 a co 200 I' Oro coo >4 a � 0.-CCO Z�Get JOB NUMBER 25002.228 � CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MAk FLORIDA 34677 813 925 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. ��ILD/NG, SANFORID ��p�ar-i r�`�� G.G. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 IN5TALLED AT PL BETWEEN WALKWAY AND GA AGE SCALE: 1/4" : I' -m" ****** GARAGE RIGHT 13-0 x3-0 A/C) PAD l5EE MECH. ICONTRAGTOR FOR LOC) L ---J REFER TO 5NEET 2A2 3 - 26 5H. T.O.M. FOR MAIN FLOOR HD. AT 84" PLAN DIMENSIONS * EGRESS H.B. MASTER SUITE 13'-10"x12'-10 9'-4" FLAT CLG. FLAT HEADER il AT 8' 0" u Q cp TEMP. GL. ENCU ON 42" H. LOW WALL BOX w a� k— M Q _a G.C. VERIFY GLA55 IN5ERT FOR FRONT DOOR. I, . / I ac ,L� C L T.O.M. 9.4 A.F.F. LI' T.O.M. 91-411 A.F.F. T.OM. g _4 A.F.F. __L" TYPICAL MASONRY `r WINDOW SCHEDULE J 00 WINDOW WIDTHS &H REFER TO 5NEET 2A2 2011 253"11 53" V) F - WINDOI W CALL -OUTS z j (D" 26 12 5N 1/2 32 5N 22 5N 32 5N w L SE. +. 0 Lco� h 0 zV _ 39" 13 5N 1/2 33 5N 23 5N 33 5N J 0 51" 14 5N 1/2 34 5N 24 5N 34 5N z63" 0 15 5N 1/2 35 5N 25 5N 35 5N -- z 112n3: 16 5N 1/236 5N 26 5N 36 5N • G.C.. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, cn w WINDOW 51XE5 AND IN5TAI_LATION MAY VARY PER MANUFACTURE 5PECIFICATION5, 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5N; CA5EMENT- C5MT, OR FIXED GLA55- F.C.) __L" X` `r � J 00 &H REFER TO 5NEET 2A2 N� FOR MAIN FLOOR y 00�M PLAN DIMEN510N5 __L" • JOB NUMBER 25002.228 • CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OMWA& FLORIDA 34677 813. 925. 1300 TEL 813. 925 1800 FAX W W W.DAVISBEWS.COM T Idl 10 • Q4., 4 .'q Pry'®® 1 -s 0 0 W rn V) ImmEq HATCHING LEGEND Intoo INSULATE WALL 0 0�1 0I ■ CLEAR OPENING NEIGNT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCNE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5NALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FINISHED FLOOR OF THE ROOM iN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOW5 5NALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCNE5 OF THE FINI5HED FLOOR PER F.B.C.R. - 5T141 EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVIGE5 AND WINDOW GUARD5, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. DTH EDITION (2014) 8312.2 110 1 F�.II 1" f,41N FLOOR 115-1 5.F. Ufi PER FLOOfR 981 S.F. • TOTAL LIVING 2138 S.F. 2138 G3AR14C;E 451 S.F. 0 R D LANAI 128 S.F. ENTRY TOTAL SQ. FT. 27 SI S.F. 5 MAIN FLOOR PLAN NOTES- 5CALE: 1/4" - I'-0" GARAGE RIGHT • T1 TLE • MAIN FLOOR PLAN NOTES 01 • SHEET • • • I� x w J 00 0 J �� N� y 00�M sm z j 00 h e� 0 � Cp ELL L_ L SE. +. 0 Lco� h 0 zV • JOB NUMBER 25002.228 • CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OMWA& FLORIDA 34677 813. 925. 1300 TEL 813. 925 1800 FAX W W W.DAVISBEWS.COM T Idl 10 • Q4., 4 .'q Pry'®® 1 -s 0 0 W rn V) ImmEq HATCHING LEGEND Intoo INSULATE WALL 0 0�1 0I ■ CLEAR OPENING NEIGNT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCNE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5NALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FINISHED FLOOR OF THE ROOM iN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOW5 5NALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCNE5 OF THE FINI5HED FLOOR PER F.B.C.R. - 5T141 EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVIGE5 AND WINDOW GUARD5, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. DTH EDITION (2014) 8312.2 110 1 F�.II 1" f,41N FLOOR 115-1 5.F. Ufi PER FLOOfR 981 S.F. • TOTAL LIVING 2138 S.F. 2138 G3AR14C;E 451 S.F. 0 R D LANAI 128 S.F. ENTRY TOTAL SQ. FT. 27 SI S.F. 5 MAIN FLOOR PLAN NOTES- 5CALE: 1/4" - I'-0" GARAGE RIGHT • T1 TLE • MAIN FLOOR PLAN NOTES 01 • SHEET • R AN/Am • JOB NUMBER 25002 228 CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �e�e®sss�• �� ® co •� `� Z •• PR,rCo��o.� W 0 0 0 ISL F■ --1 %ilrr/ 0M J F- 2138 • TITLE • SANFORD MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT 14'-DII I6'-0" x m C 0 o o a O -I NI v M PJM. LmV ���,� • II O�Cp QII QIP QIP QIP U V O O 1 ILL ;: cli p . f0 I I LANAI Z L d co cA L — _ _ -J I I I 1811 4'-211 811 V-2" M.O. 3'-411 =co m FAMILY ROOM MASTER SUITE _ 5'-0" 2'-811 1'-2" 15'-211 u, N N - 6'-011 2'-6" 21.10" M.BATH M ------- Q r DINING ROOM I F— K�'-I(/" 51.411 'tl-/_i1 'f1-811 31.611 =� F-- r- -- I-- � 4-1 T / 61-011 31 611 UTIL rT O _ KITCHEN °' o m 8,/ ) E PWDR LoM 8" 3' 4" 2'-1" I 6' 311 91-811 0 I I � ENTRY �- ------ GARAGE c ---------------------- ------------- ---_� i I I I I + REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES 16'-0" M.O. 2' 811 211-411 • JOB NUMBER 25002 228 CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �e�e®sss�• �� ® co •� `� Z •• PR,rCo��o.� W 0 0 0 ISL F■ --1 %ilrr/ 0M J F- 2138 • TITLE • SANFORD MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT x m C 0 o o a O -I NI N m M PJM. LmV ���,� • 0 0 ro= J T O O�Cp 1 ILL ;: cli p . f0 Z L d • JOB NUMBER 25002 228 CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �e�e®sss�• �� ® co •� `� Z •• PR,rCo��o.� W 0 0 0 ISL F■ --1 %ilrr/ 0M J F- 2138 • TITLE • SANFORD MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT ----------------— �< X�l 10- ZOPEN TO BELOW � 2 - 4050 F.G. HD. AT T-8" ABV. 2ND F.F. FLUSH FRAME TO FURRING BELOW LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. M TILE cPr. I -8x6-8 BEDROOM 3 2-4x6-8 3050 5H. I 12/) x4 2x FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART 3050 5HIII I FRAME FRAME OF THE CLEAR OPENING OF THE WINDOW SHALL BE A 3050 5H. HD. AT 1-8 I WALL WALL 24" HD, AT T-8" * EGRESS 48" WINDOW CALL—OUTS a FLUSH FRAME SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT Ll TO FURRING R/5 ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE BELOW 20" BEDROOM 2 U, I a 2018 F.G. 3018 F.G. 11'-10"x10'-4" W I 9'-0" FLAT CLG.IiL I Li �i WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, r O N 6.0 _ CLG. 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. I J U N c<1a Lul 36" 1830 5H 2030 5H N 4030 5H F 36"x22" _1 9 0" I ATTIC I CLG. 1 BATH 2 L ACGE55— J z 4 8" 0 9 0.. 2040 5H 3040 5H 4040 5H Qe CLG. Z �Q TUB/ s 1050 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H SHOWER 3060 5H 4060 5H G.C. VERIFY MA60NRY OPENING5 FOR ALL WINDOW5, ui WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER --: 42" H. MANUFACTURE 5PECIFICATION5. z �8 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW LOW WALL U5ED (51NGLE HUNG -54 GA5EMENT- C5MT, OR FIXED GLA55- F.G. PROVIDE PAN AND DRAIN UNDER A.H.U. A.N. I 24" H. A/C L ---J PLATFORM 42" H. LOW WALL TUB/ SHOWER 9'-0" cLG. BATH 3 [ GLG. J N CLG. 10- ZOPEN TO BELOW � 2 - 4050 F.G. HD. AT T-8" ABV. 2ND F.F. FLUSH FRAME TO FURRING BELOW LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. M TILE cPr. I -8x6-8 BEDROOM 3 2-4x6-8 CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE 3050 5H. I TYPICAL WOOD FRAME gyp, FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART 11 –0 x11 –2 HD. AT T-8" ( WINDOW WIDTHS OF THE CLEAR OPENING OF THE WINDOW SHALL BE A 9'-0" FLAT CLG. I 0 a, 9'-0" FLAT CLG. 24" 36" 48" WINDOW CALL—OUTS a SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT Ll R/5 ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE H 20" p��M • 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W I 0 �i WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, r O N 6.0 _ CLG. 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. I J (2014) 8312.2 c<1a 36" 1830 5H 2030 5H 3030 5H 4030 5H 1 CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE BEDROOM 4 '' ss' 1 3050 5H. I TYPICAL WOOD FRAME FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART WINDOW SCHEDULE HD. AT T-8" ( WINDOW WIDTHS OF THE CLEAR OPENING OF THE WINDOW SHALL BE A 9'-0" FLAT CLG. I 0 20" 24" 36" 48" WINDOW CALL—OUTS SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT Ll ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE H 20" p��M • 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W (? 0 Eog WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, r O N 6.0 _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. I J (2014) 8312.2 36" 1830 5H 2030 5H 3030 5H 4030 5H z 4 8" 0 1840 5H 2040 5H 3040 5H 4040 5H H Z 60" s 1050 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY MA60NRY OPENING5 FOR ALL WINDOW5, ui WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5. z 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -54 GA5EMENT- C5MT, OR FIXED GLA55- F.G. BEDROOM 4 '' ss' 1 3050 5H. I FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART 11'-0"x11'-6" HD. AT T-8" ( Lo J 00 OF THE CLEAR OPENING OF THE WINDOW SHALL BE A 9'-0" FLAT CLG. I 0 I MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE �N�M SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT Ll ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE V ` p��M • SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 0 O rod �� '0 JRO FINISHED FLOOR PER F-13-C.R. - 5TH EDITION (2014) R312.2 0 Eog WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, r O N 6.0 WHERE PROVIDED, SHALL COMPLY WITH THE zV2° REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION 3050 SN. HD, AT 1'-S" I I (2014) 8312.2 REFER TO SHEET 25 FOR UPPER FLOOR PLAN DIMENSIONS ° JOB NUMBER 25002.228 CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED x ro w 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TA IAP'A • DENVER -� EST. 1994 Lo J 00 0 N �N�M V ` p��M • 0 O rod �� '0 JRO 0 Eog �z r O N 6.0 zV2° ° JOB NUMBER 25002.228 CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED ���+ ��r��►iro►tr'�®��® ..°. ®r �.• '•* ee►° w% ®' .� cv PR�,�� 0 0 0 i USANFORD UPPER FLOOR PLAN NOTES. GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TA IAP'A • DENVER -� EST. 1994 ���+ ��r��►iro►tr'�®��® ..°. ®r �.• '•* ee►° w% ®' .� cv PR�,�� 0 0 0 i USANFORD UPPER FLOOR PLAN NOTES. GARAGE RIGHT REFER TO 11111 1111 FOR UPPER FLOOR PI ASI MOTPA I 150 STATE STREET EAST OLDSMAR, FLORIDA 34671 813. 925 1300 TEL 813. 925, 1800 FAX W W W.DAVISBEWS.COM TANII'A • DENVER ni� 3t1I do sor eV i" � v ®j✓ •+000 •® �`1®` � r� Ptd ®` IBilt 0 0 W 0(if) 1�mq 0 k%o o M J i- REFER TO SHEET 261 FOR UPPER FLOOR 2138 PLAN NOTES USANFOpCD) 0, 7TI TLE UPPER FLOOR PLAN DIMENSIONS X15""2514 • UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT x 0 to Lo O 2oi1 o 2 c, N d Lo >;JM L IL 00 ro� a J .0 o o c 0. L N 0. lD Q Z ."' v 150 STATE STREET EAST OLDSMAR, FLORIDA 34671 813. 925 1300 TEL 813. 925, 1800 FAX W W W.DAVISBEWS.COM TANII'A • DENVER ni� 3t1I do sor eV i" � v ®j✓ •+000 •® �`1®` � r� Ptd ®` IBilt 0 0 W 0(if) 1�mq 0 k%o o M J i- REFER TO SHEET 261 FOR UPPER FLOOR 2138 PLAN NOTES USANFOpCD) 0, 7TI TLE UPPER FLOOR PLAN DIMENSIONS X15""2514 • UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT FAIR NOTES: RAILING BALU5TER5 5HALL BE 5PACEP 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH, HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY5 5HALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY A50VE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T R15ER HANDRAIL END5 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOU5 GRA5PA5LE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCLOSED ACCE561BLE 5PACE UNDER 5TAIR5 6HALL HAVE WALLS, UNDER-5TAIR 5URFACE AND ANY 50FFIT PROTECTED ON THE ENCLO5E1) 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 STAIR SECTION SCALE: 1/4" - 14" 0 36" H. CONTINUOUS 42" H. x m GRASPABLE LOW WALL too a 3/4" PLYWD, RAILING J N0) DECKING LINE OF 6'4' MIN. BEAM N� BEAM HEAD CLEARANCE FLOOR M^ ON FLOOR 5Y5TEM NM N o � 5Y5TEM > .J L OIL O 0 h o omc0 2x 5TRINGER5 1000" \ U. F (TYP.) 42" H. T LOW WALL r, ZGL0v LINE OF I I I" N051NG 1 °G DOOR IN ( I ";' (TYP,) FOREGROUND 2x TREADS AND Ix R15ER5 (TYP.) 11 TREADS AT 10.00" EACH UNDER -STAIR PROTECTION ENCLOSED ACCE561BLE 5PACE UNDER 5TAIR5 6HALL HAVE WALLS, UNDER-5TAIR 5URFACE AND ANY 50FFIT PROTECTED ON THE ENCLO5E1) 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 STAIR SECTION SCALE: 1/4" - 14" MIN JOB NUMBER 25002.228 g CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED WIN DAVIS BEWS DESIGN GROVP OUXMMt, FLORIDA 34677 813.925.1300 TEL 813. 92.5 ; 1800 FAX W W W.DAVLSBEW&COM s® �. boll) �„ •� i � ®® ao 5HIM A5 REQ'p. 1° CASING 2x 5TUD5 (PER 5TD. PLAN) BASE CABINET BACKING I/2" DRYWALL JL CALI. TOP SCALE: I/2 - V-07 _ O aaJN1F:oRRD) 10." w PLAN DETAILS- 5CALE; 1/4" = I'-0" GARAGE RIGHT 0 x m C0 MIN JOB NUMBER 25002.228 g CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED WIN DAVIS BEWS DESIGN GROVP OUXMMt, FLORIDA 34677 813.925.1300 TEL 813. 92.5 ; 1800 FAX W W W.DAVLSBEW&COM s® �. boll) �„ •� i � ®® ao 5HIM A5 REQ'p. 1° CASING 2x 5TUD5 (PER 5TD. PLAN) BASE CABINET BACKING I/2" DRYWALL JL CALI. TOP SCALE: I/2 - V-07 _ O aaJN1F:oRRD) 10." w PLAN DETAILS- 5CALE; 1/4" = I'-0" GARAGE RIGHT x m C0 too a O J N0) N� M^ ON NM N o � Lo > .J L OIL O 0 h o omc0 3�E U. cm o , f0 0— 6. Co 0 r, ZGL0v MIN JOB NUMBER 25002.228 g CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED WIN DAVIS BEWS DESIGN GROVP OUXMMt, FLORIDA 34677 813.925.1300 TEL 813. 92.5 ; 1800 FAX W W W.DAVLSBEW&COM s® �. boll) �„ •� i � ®® ao 5HIM A5 REQ'p. 1° CASING 2x 5TUD5 (PER 5TD. PLAN) BASE CABINET BACKING I/2" DRYWALL JL CALI. TOP SCALE: I/2 - V-07 _ O aaJN1F:oRRD) 10." w PLAN DETAILS- 5CALE; 1/4" = I'-0" GARAGE RIGHT 11/2" THICK SAND FIN15H KEYSTONE 777 LIF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TS BE PER F.B.C.R - VH 3/41, /4 EDITION (2014) R103.6.1 AND A51'M C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103h.2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" FDWELLING AR OPNINC� NIGNrtSS, WHERE THE OPENING OF AN OPERABLE TED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 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.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WIITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 x m z C U 100 N N _W oc Ndoh acz y .2N�M �. >;JC'4 L _o z 0 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TS BE PER F.B.C.R - VH 3/41, /4 EDITION (2014) R103.6.1 AND A51'M C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103h.2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" FDWELLING AR OPNINC� NIGNrtSS, WHERE THE OPENING OF AN OPERABLE TED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 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.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WIITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 1 12 �,/ 6 � LSHINGLE 6 ROOF Q6 Q6 G.C. VERIFY ALUMINUM OVER SHINGLE 2x6 5U5-FA6CIA ROOF (TYPICAL) PLT. HT. PLT. HT. 4" BANDING D�vj S B Ews (TYP.) DESIGN GROVP STUCCO -.- STUCCO 1'•4" W. x 5-0" N. FIN15H __ DECORATIVE iso STATE STREET EAST FINISH FIXED SHUTTER 813. 925 .1300 'TSL, 1'-4" W. x 5'-0" H. OLDWA& FLORIDA 34677 DECORATIVE p 0 $13.925.1$00 FAX FIXED SHUTTER LLL www.DAVISBEW&COM alz * SHINGLE = A •DENVER ROOF 411BANDING 12 r`'°°`®• 07 L�j��ir'� (TYP.) 12 /5HINGLE Q6 e d•`�� r SECOND FF. LINE i'-0" BANDING 6� ROOF SECOND FF. LINE •� Q • co T.S.M. TDM. • +h ® —j 6" BANDING • 6" BANDING 'r ® .,.•.� �® "� 411 BANDING / It TEXTURED �����❑� TEXTURED"T br)FINISH e FINISH b - BANDING 0 BANDING TEMP. MAIN F.F. LINE - MAIN FF. LINE 0 -4- LAt _ F-71 [71 © COPYRIGHT 2014, TAYLOR MORR15ON 4" BANDING GRADE LINE G.C. VERIFY GLA55 (ASSUMED) 0M INSERT FOR FRONT DOOR. (A pmmq FRONT ELEVATION SCALE: 1/4" = I'-0" 0 %-Do M J 2138 gU ILD/� o84 /v,, ELEVATION "A" GARAGE RIGHT x m C U 100 N N Ndoh .2N�M �. >;JC'4 L a LL 0 ro= h 0 J a O OroC0 iL l� 0 FIN 0 .. 0 0�c�h Z r L 0 1 12 �,/ 6 � LSHINGLE 6 ROOF Q6 Q6 G.C. VERIFY ALUMINUM OVER SHINGLE 2x6 5U5-FA6CIA ROOF (TYPICAL) PLT. HT. PLT. HT. 4" BANDING D�vj S B Ews (TYP.) DESIGN GROVP STUCCO -.- STUCCO 1'•4" W. x 5-0" N. FIN15H __ DECORATIVE iso STATE STREET EAST FINISH FIXED SHUTTER 813. 925 .1300 'TSL, 1'-4" W. x 5'-0" H. OLDWA& FLORIDA 34677 DECORATIVE p 0 $13.925.1$00 FAX FIXED SHUTTER LLL www.DAVISBEW&COM alz * SHINGLE = A •DENVER ROOF 411BANDING 12 r`'°°`®• 07 L�j��ir'� (TYP.) 12 /5HINGLE Q6 e d•`�� r SECOND FF. LINE i'-0" BANDING 6� ROOF SECOND FF. LINE •� Q • co T.S.M. TDM. • +h ® —j 6" BANDING • 6" BANDING 'r ® .,.•.� �® "� 411 BANDING / It TEXTURED �����❑� TEXTURED"T br)FINISH e FINISH b - BANDING 0 BANDING TEMP. MAIN F.F. LINE - MAIN FF. LINE 0 -4- LAt _ F-71 [71 © COPYRIGHT 2014, TAYLOR MORR15ON 4" BANDING GRADE LINE G.C. VERIFY GLA55 (ASSUMED) 0M INSERT FOR FRONT DOOR. (A pmmq FRONT ELEVATION SCALE: 1/4" = I'-0" 0 %-Do M J 2138 gU ILD/� o84 /v,, ELEVATION "A" GARAGE RIGHT LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. Q X 144 = 61 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. - --------------- - # UPPER 2/3 ROOF VENTS REQUIRED =1 I HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. ACTUAL SOFFIT VENTILATION =124 SQ. IN. i 4:12 4:12 I VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT IF MORE SOFFIT INTAKE VENTING IS REQUIRED REFER TO SHEET "RVD" FOR BOTH TILE AND SHINGLE ROOF APPLICATIONS. G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. ------------------L-------- ----------- �f y� �Q UPPER ROOF 6:12 VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ. FT. u' X 144 = 612 SQ. IN. Cl 4--6-12_ HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. Lu 5 # UPPER 2/3 ROOF VENTS REQUIRED = 3 y HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. ACTUAL SOFFIT VENTILATION = 348 SQ. IN. HATCHING INDICATES FIRE HATCHING INDICATES FIRE .rQ RATED EAVES (NO SOFFIT RATED EAVES (NO SOFFIT VENTILATION AT THESE VENTILATION AT THESE AREAS (TYPJ AREAS (TYPJ . yo 5I �Q t V SADDLE _ 6:12 -- --- 11 I ----------- 6:12 oc 6:12 I I GARAGE ROOF VENT REQUIREMENTS ; y VENTILATION CALCULATIONS ATTIC AREA = 408 SQ. FT. / 300 =1.36 SQ. FT. X 144 =196 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. j # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ, IN. ACTUAL SOFFIT VENTILATION =182 SQ. IN. 1�_TYP. AA OVERHANG AT HIP (UN.O.) ROOF PLAN SCALE: 1/8" - 1'-0' 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: z THIS DETAIL 5HOW5 THE TYPICAL THICKNE55 o OF ALL RAISED TEXTURED FIN15H BANDING ANP SAND FIN15HED KEYSTONES (WHERE APPLICABLE) IF THICKNE56 15 TO BE it L" n DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM G 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926, 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 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HEID GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 GIRDER 6 12 � qb GIRDER ROOF TRUSSES TRUSS 12 12 AT 24" O.C. 6E 6� (TYPICAL) 12 1111R. 3 �� LOFT GIRDER 6� /2 - STORY TRUSS ROOF TRU55E5 M VOLUME AT 24" O.C. .00 `° 7 Q 4 (TYPICAL) FLOOR SYSTEMLl -+-- BEAM BEAM KIT. coNc, fl FAMILY ROOM LINTEL GARAGEa, br) DINING lilili0 AY SECTION AA SCALE: I/8" = 14" 12 Q6 6 12 12 � /SHINGLE a6 ROOF 6 PLT. HL PLT. HL B -TEMP. o, SHINGLE co /STUCCO ROOF FIN15H 12 6. 4 2 LSNINGLE Q6 SECOND F.F. LINE SECOND. FF: LINE - — ROOFS - - _ JOB NUMBER 25002.228 CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED T.O.M. 1 �` T.O.M. 4z 150 STATE STREET EAST — _ — OLDSMAR, FLORIDA 34677 M � $13 .925.1300 TEL 4XTURED /TEXTURED 813.925.1$00 FAX WWWDAV1SBEW&COM FIN15H �? FIN15H TAMP EMVEP_ TEMP. / 6' MAIN_F.F. LINE - - - - - - LLFT - - - MAIN FF LINE � ® •.°..®,•®•�� m'sr�' TEMP. - GRADE LINE G.C. VERIFY GLA55 • ® p. ,a.1 (A55UMED) INSERT FOR FRONT DOOR 4• •. o d LEFT ELEVATION SCALE: 1/8 : I'-0" IIi111 6 - Q6 SHINGLE ROOF ' PLT. Hr._ PLT. HT. ■Infoo0 FINI5Fl7 * 6' 12 12 V SHINGLE SECOND FF. LINE 4D X14 ROOF _ SECOND FF. LINE T-011 _ _ T.O.M.rvoo d TEXTURED _--TEXTURED cot FINISH e FIN15H Nam MAIN F.F. LINE TEMP. _ _ _ _ MAIN FF. LINA 0 GRADE LINE (ASSUMED) REAR ELEVATION oC SCALE: 1/8" = I'-0" 12 SHINGLE 12 6 12 ROOF 6/5HINGLE �6 12 ROOF / >= 6� PLT. HT. - - - - PLT. HT. - _PLT. HT. STUCCO ❑ FINISH /STUCCO SHINGLE ' � 12FINI � 6� /SHINGLE g * T S ROOF 12 SECOND FF. LINE _ ROOF SECOND F.F. LINE 8 a4 SECOND_F.F. LINE • T.oM. T.O.M. r T.O.M. _2138 M ' ' cl? TEXTURED TEXTURED FINISH � � FIN15H � � � iult.77,'� SAiVpo MAIN FF. LINEMAIN F.F. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) - 2'5r RIGHT ELEVATION "All �� : ELEVATION A SCALE 1/8 I'-011 GARAGE RIGHT x 0 C Uro O J h� a ~ U�0 0 r� N 0 0) 1 ` 24 LL V 00 T� '2 ro� JV oro C oQ 3�Ej jLt 0(, L tea; W o OT r Z2,1 JOB NUMBER 25002.228 CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED T.O.M. 1 �` T.O.M. 4z 150 STATE STREET EAST — _ — OLDSMAR, FLORIDA 34677 M � $13 .925.1300 TEL 4XTURED /TEXTURED 813.925.1$00 FAX WWWDAV1SBEW&COM FIN15H �? FIN15H TAMP EMVEP_ TEMP. / 6' MAIN_F.F. LINE - - - - - - LLFT - - - MAIN FF LINE � ® •.°..®,•®•�� m'sr�' TEMP. - GRADE LINE G.C. VERIFY GLA55 • ® p. ,a.1 (A55UMED) INSERT FOR FRONT DOOR 4• •. o d LEFT ELEVATION SCALE: 1/8 : I'-0" IIi111 6 - Q6 SHINGLE ROOF ' PLT. Hr._ PLT. HT. ■Infoo0 FINI5Fl7 * 6' 12 12 V SHINGLE SECOND FF. LINE 4D X14 ROOF _ SECOND FF. LINE T-011 _ _ T.O.M.rvoo d TEXTURED _--TEXTURED cot FINISH e FIN15H Nam MAIN F.F. LINE TEMP. _ _ _ _ MAIN FF. LINA 0 GRADE LINE (ASSUMED) REAR ELEVATION oC SCALE: 1/8" = I'-0" 12 SHINGLE 12 6 12 ROOF 6/5HINGLE �6 12 ROOF / >= 6� PLT. HT. - - - - PLT. HT. - _PLT. HT. STUCCO ❑ FINISH /STUCCO SHINGLE ' � 12FINI � 6� /SHINGLE g * T S ROOF 12 SECOND FF. LINE _ ROOF SECOND F.F. LINE 8 a4 SECOND_F.F. LINE • T.oM. T.O.M. r T.O.M. _2138 M ' ' cl? TEXTURED TEXTURED FINISH � � FIN15H � � � iult.77,'� SAiVpo MAIN FF. LINEMAIN F.F. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) - 2'5r RIGHT ELEVATION "All �� : ELEVATION A SCALE 1/8 I'-011 GARAGE RIGHT 50# FELT OVER METAL FLASHING SHINGLE ROOF PER CONTRACT TYPICAL VALLEY FLASHING DETAIL N.T.S. NAILING FLANGE ASSEMBLED �NI90W ) INSTRUCTIONS: EST. 1994 TIE-IN WITH WEATHER RESISTIVE BARRIER: NOTES: FLASHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) FLASHING TO FORM WATER SHEDDING LAPS 3 TAB 25 YR SHINGLE ON 15# ALLOW FOR FLASHING 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO FELT OVER ROOF SHEATHING SILL PLATE ALLOW FOR FLASHING INSTALLATION SPECIFIED ON NAILING WEATHER RESISTIVE BARRIER SCHEDULE ROOF OVER 4. INSTALL FLASHING AND WEATHER RESISTIVE 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF BARRIER BACK OVER HEAD TRUSSES AT 24" O.C. V ` 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING N.T.S. AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE HURRICANE STRAP PER ROOF FRAMING PLAN 0 0 C0 OIL BRG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW &SLIDING GLASS DOOR Z FLASHING DETAIL N.T.S. OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. WALL PER PLAN RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PLAN VIEW EXTERIOR SHEATHING !'YFgTyF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr JJ�P WEATHER RESISTIVE BARRIER 0-111 SILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) `e;l P� CORNER PATCH FLASHING O tis FLASHING 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER ✓ EXTERIOR RESISTIVE / �HBA"JHING BARRIER TAPE / SILL PLATE � 7- NAILING FLANGE ASSEMBLED �NI90W ) INSTRUCTIONS: EST. 1994 10 r 0 NOTES: FLASHING 2 LASHING 1... ; . � 2 r i FLASHING DO NOT FLASH 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER rr1AITRArT OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: EST. 1994 10 r 0 NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER Qi N m . r 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE V ` TYPICAL WINDOW FLASHING DETAIL N.T.S. 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER rr1AITRArT TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. `�`'r�1►�'Irr�,® �� I� R703.2 WATER -RESISTIVE BARRIER •.®•.•®'� '®' ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYP ®s,. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL �?: N EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPEDQ o OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT �0:6, LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF ''•� ° « `•�a a,®` c a4 WALLS AND TERMINATED AT PENETRATIONS AND, BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. nro►e R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND Z CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V) TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT lm=q DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. %%o 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 256„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2138 6. AT WALL AND ROOF INTERSECTIONS. TITLE • 7. AT BUILT-IN GUTTERS. SAIVpOr FLASHING DETAILS O�Aq%?Ttv4�-�/C • • C x 0 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER EST. 1994 10 r 0 .UI n IAdo MN �R`, Qi N m . r L > �jM V ` a LL 00 ro= m5� 0 0 C0 E p . (D 41 zz 20 TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. `�`'r�1►�'Irr�,® �� I� R703.2 WATER -RESISTIVE BARRIER •.®•.•®'� '®' ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYP ®s,. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL �?: N EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPEDQ o OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT �0:6, LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF ''•� ° « `•�a a,®` c a4 WALLS AND TERMINATED AT PENETRATIONS AND, BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. nro►e R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND Z CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V) TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT lm=q DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. %%o 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 256„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2138 6. AT WALL AND ROOF INTERSECTIONS. TITLE • 7. AT BUILT-IN GUTTERS. SAIVpOr FLASHING DETAILS O�Aq%?Ttv4�-�/C FLASHING DETAILS GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER EST. 1994 FLASHING DETAILS GARAGE RIGHT EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL COMPATIBILITY ° ° SELF -ADHERED FLASHING / � / ° DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING i Z -- 2 co 6' z i DIVERTER FLASHING� DRIP EDGE \ FASCIA — / NAILING FLANGE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) H, ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH GALV. MTL. 'L' FLASHING SELF -ADHERED FLASHING O SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK CRICKET AS SPECIFIED BY PLAN ROOF SHINGLES `-- —ROOFING FELT FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED - EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2 ABOVE o ROOF FLASHING i CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING — — . 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER 6 FLASHING - GALV.'L' FLASHING \ TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL SELF -ADHERED FLASHING INSIDE CORNER TEXTURED, PAINTED EXTER. WALL FINISH ASPHALT BASED ROOF CRICKET:SEALANT APPLIED MIN: 3:12 SLOPE 6" X 18" H GALV. (REQUIRED AT FLASHING CONT, BEHIND FLASHING ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A LOCATIONS) AT ENTRY z MINIMUM OF 6" ABOVE ROOF SHINGLES w= VERTICAL RISE OF _Ng FLASHING AT KNEEWALL 6" X 18" H GALV.- LL FLASHING CONT, iv SEALANT NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. FLASHIN FLASHING INSTALLATI❑N WHERE ROOF MEETS VERTICAL WALL R°°F l �yFF9, q �cl E9 9p O F S� ✓O'Qp s0 S ti !•yitic r l� O� 4^1 � l7iRO 2 si iP 0 �NO�R4pYMeNl \ \ A ANO \.Pp DOGE LINE VALLEY BY CENTERING 36" WIDE Fq O,y 0,�. °�Rse RSE �Rse \ 4pR\P CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE 2N°° est 00 UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. RAKE METAL DRIP EDGE 5 2 EAVES 14.. EMBED EACH SHINGLE IN A 2" T FIRST STARTER SHINGLE DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT EXTEND THE SHINGLES OVER VALLEY CENTERLINE RAGING CEMENT. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS CUT 2" DIAGONALLY OFF COURSE USED. UPPER CORNER OF �\ TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM / VALLEY CENTERLINE ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY REMOVE CERTAINTEED CORPORATION. 1 FIGURE 4: VALLEY DETAIL 38" V, 8" 8" 8" 8" v I I v WEEP SCREED SELF -ADHERED FLASHING ASTMC1063 SEALANT LI SELF -ADHERED FLASHING BUILDING PAPER 1/2" CEMENTITIOUS EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 7/16" O.S.B. 7/16" O.S.B. ,' MNMti �N`., SHEATHING W W W.DAVISBEWS.COM EXTERIOR (h m .? TAMPA • MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT PJM 3/4"-1" BEAD OF CONSTR. SHEATHING '• • U d` INSTALL SELF -ADHERED LL NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE 0 0 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD 0 THROUGH SELF -ADHERED FLASHING z THRESHOLD OF DOOR AND RETURN BLOCK FLASHING, SEE FLASHING SELF -ADHERED FLASHING t ztGm s- U) ON UNPERFORATED UP JAMB 6". USE LIQUID NAIL BRAND Z� SEE DEA WINDOW FLANGE 7/8" o JOINT ONLY WEEP SCREED OR EQUAL WEATHER PROOF CAULKING >m ( WP METAL FLASHING 3-1/2" SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE DETAIL WP02) � — SELF -ADHERED FLASHING GALV. MTL. 'L' FLASHING SELF -ADHERED FLASHING O SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK CRICKET AS SPECIFIED BY PLAN ROOF SHINGLES `-- —ROOFING FELT FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED - EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2 ABOVE o ROOF FLASHING i CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING — — . 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER 6 FLASHING - GALV.'L' FLASHING \ TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL SELF -ADHERED FLASHING INSIDE CORNER TEXTURED, PAINTED EXTER. WALL FINISH ASPHALT BASED ROOF CRICKET:SEALANT APPLIED MIN: 3:12 SLOPE 6" X 18" H GALV. (REQUIRED AT FLASHING CONT, BEHIND FLASHING ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A LOCATIONS) AT ENTRY z MINIMUM OF 6" ABOVE ROOF SHINGLES w= VERTICAL RISE OF _Ng FLASHING AT KNEEWALL 6" X 18" H GALV.- LL FLASHING CONT, iv SEALANT NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. FLASHIN FLASHING INSTALLATI❑N WHERE ROOF MEETS VERTICAL WALL R°°F l �yFF9, q �cl E9 9p O F S� ✓O'Qp s0 S ti !•yitic r l� O� 4^1 � l7iRO 2 si iP 0 �NO�R4pYMeNl \ \ A ANO \.Pp DOGE LINE VALLEY BY CENTERING 36" WIDE Fq O,y 0,�. °�Rse RSE �Rse \ 4pR\P CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE 2N°° est 00 UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. RAKE METAL DRIP EDGE 5 2 EAVES 14.. EMBED EACH SHINGLE IN A 2" T FIRST STARTER SHINGLE DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT EXTEND THE SHINGLES OVER VALLEY CENTERLINE RAGING CEMENT. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS CUT 2" DIAGONALLY OFF COURSE USED. UPPER CORNER OF �\ TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM / VALLEY CENTERLINE ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY REMOVE CERTAINTEED CORPORATION. 1 FIGURE 4: VALLEY DETAIL 38" V, 8" 8" 8" 8" ACCORDANCE WITH WEEP SCREED IN ACCORDANCE WITH ASTMC1063 SEALANT LI E BUILDING PAPER NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING, NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FLASHING DETAILS SCALE: NOT TO SCALE 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 FELT BACKED METAL LATHE IN FELT BACKED METAL LATHE ACCORDANCE WITH WEEP SCREED IN ACCORDANCE WITH ASTMC1063 ASTMC1063 BUILDING PAPER 1/2" CEMENTITIOUS BUILDING PAPER DECORATIVE FINISH 7/16" O.S.B. 7/16" O.S.B. ,' MNMti �N`., SHEATHING W W W.DAVISBEWS.COM SHEATHING (h m .? TAMPA • DENVER. L•. PJM 0.000060001* .00 '• • U d` ` Lo LL KEEP TOP EDGE OF WEEP 0 0 METALSCREED 0 2" BELOW TOP OF FLASHING z BLOCK 31/2" t ztGm s- U) ON UNPERFORATED Z� VULCUM CAULK BOTTOM FLANGE 7/8" o JOINT ONLY WEEP SCREED >m MAINTAIN METAL FLASHING 3-1/2" CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" to 0 'o ABOVE ROOF 0 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH / CEMENT PLASTER OVER BLOCK IST FLOOR / NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. "o ®®® ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND ® ®® CAULKED ALL BUTT JOINTS NEED TO BE CAULKED USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED V BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE Groun� WATER RESISTANT BARRIER LATH SHEATHING 4N STUCCO a ° ° FOUNDATION ° WALL a a m° F❑UNDATI❑N WEEP SCREED THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2138 gUILD,�C • TI TLE SANFOR® FLASHING DETAILS • JOB NUMBER 25002.228 • CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED • • h x C to 0 'o 0 J -m BEWS GROVP N MNMti �N`., W W W.DAVISBEWS.COM (h m .? TAMPA • DENVER. L•. PJM 0.000060001* .00 '• • U d` ` Lo LL 0 0 vJ�0 0 0 z LLL� t ztGm s- U) ON Z� o • JOB NUMBER 25002.228 • CAD FILE NAME LOT 36 ISSUED 07-15-15 REVISED ..I FLASHING DETAILS GARAGE RIGHT DAVIS DESIGN BEWS GROVP I50 STATE STREET EAST OLDSMAk FLORIDA 34677 813. 925. 1300 ` F -L 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. 0.000060001* .00 '• • U d` 4.t ® 0 • • 0; P'R�Q i� 0 z 0 o >m ..I FLASHING DETAILS GARAGE RIGHT o'HAGIN'S SECONDARY VENT (COVER) -PROFILE Y ROOF TILE O'HAGIN'S Fl VENT (51.113FLASHIN6) LOCALLY APPROVED PEEL 4 5TICK WIRE 1'9ESN ROOF DECK LOCALLY APPROVED 5EALANT VLNI (SUb[I LA5HING/ MODEL "FLAT' STYLE VENTS FOR CLAY TILE ROOFS MEDIUM -PROFILE / CLAY ROOF TILE fl O'HAGIN'6 SECONDARY VENT 01HAGIN'5 PRIMARY VENT �O`HA61N�'5 MESH (SUBFLA5NING) ARY PENT LOGALLY,4PPROVED(SUBFL5NING) ('EEL 4 5TICK WIND CLIP LOCALLY APPROVED IUIRE ME5N ROOF DECK LOCALLY UNDERLAY'MFNT O'HAGIN'6 SECONDARY APPROVED 5EALANT VENT (COVER) O'HAGIN'S PRIMARY VENT (SUBFLA5HING) MODEL "W" STYLE VENTS FOR CLAY TILE ROOFS NIGH -PROFILE CLAY ROOF TILE - O'HAGIN'S SECONDARY VENT 'WIND CLIP U'HAGIN'S PRIMARY VENT _ (SUBFLA5NING) WIRE MESH LOCALLY -APPROVED O'1-IAGIN'6 PRIMARY VENT PEEL 4 5TICK (62FLA51FIN(i) LOCALLY -APPROVED IUIRE MESH ROOF DECK UNDERLAYMENT LOCALLY APPROVED 6EALANT 011­14GIN'5 5ECONDARY VENT \0'HAGIN'5 PRIMARY VENT (5UBFLA5NING) MODEL "6" 611LE vEN"r6 FOR GLA'' TILE ROOFS COMPOSITION 5HINCiLE5 O'HAGIN'S TAPERED, LOW -PROFILE VENT (EXTENDED FLANGE) ROOF DECK DIVERTERS LOCALLY -APPROVED UNDERLAYMENT LOCALLY -APPROVED WIRE 111751-1 5EALANT O'HAGIN'5 TAPERED, LOW -PROFILE VENT (EXTENDED FLANGE) -PAPERED, LOW -PROFILE VENT FOR COMPOSITION SHINGLE, SLATE & SHAKE ROOFS WITH EXTENDED FLANGE r. wMA, Offl, -a-, WIN [w LOW -PROFILE CONCRETE ROOF TILE O'HA6I11'5 SECONDARY VENT (COVER) 'WIRE MESH 01HAGIN15 PRIMARY VENT (SUBP1_451FIN6) BATTEN UJIND CLIP LOCALLY -APPROVED UNDERLAYMENT n41 A, PC 11!-1MIn AO I (MIT O'HA6IN'5 PRIMARY VENT (61,115FLA51FING) LOCALLY -APPROVED PEEL 4 5TICK — WIRE MESH ROOF DECK LOCALLY APPROVED 5EALANT VrINI (�Ur) LH"7NIINIX MODEL "FLAT” STYLE VENTS FOR CONCRETE TILE ROOFS MEDIUM -PROFILE / CLAY ROOF TILE O'HAGIN'S SECONDARY VENT (COVER) 'WIRE MESH 7� 7NDCL15F "CflN'S PRIMARY VENT UBFLA5NING) BATTEN LOCALLY -APPROVED UNDERLAYMENT 01HAGIN16 SECONDARY VENT l JUC [7L 1)rIIIVl7/ MODEL "M" STYLE VENTS FOR CONCRETE TILE ROOFS (DRAWING SECTION) HIGH-PROFILE CONCRETE ROOF TILE O'HA6IN'5 5ECONDARY VENT (COVER) O'HA6IN'5 SECONDARY VENT (COVER) O'NAGIN'S PRIMARY VENT (SUBFLA5NING) LOCALLY -APPROVED PEEL 4 5TICK WIRE MESH ROOF DECK LOCALLY i `0'HAGIN'5 PRIMARY L VENT (SUBFLA5NIN6) MODEL "S" STYLE VENTS FOR CONCRETE TILE ROOFS Coll SHINGLES 01HA6IN15 TAPERED, LOW -PROFILE VENT (5TANDARD FLANGE) ROOF DECK DIVERTEFkS LOCALLY -APPROVED P� UNDERLAYMENT LOCALLY -APPROVED 5EALANT WIRE MESH O'HAGIN'5 TAPERED, LOUJ-PROFILE VENT /(5TANDARD FLANCrE) TAPERED LOW—PROFILE VENT FOR COMPOSITION SHINGLE, SLATE & SHAKE ROOFS (DRAWING SECTION) O'HAGIN VENT DETAILS NET FREE VENTILATION AREA VENTS FOR MILE ROOFS: A) MODEL: FLAT NFVA: 98:15 SCI. IN. 1631.110, Ch1.) B) MODEL: IV' NFVA: 91.50 M IN. (629.0 50. CM.) C) MODEL: "M" NFVA: 86.25 50. IN. (556.5.1,50- GM.) vENT5 FOR SLATE, 5HA,KE OR COMPOSITION ROOFS: A) MODEL: TAPERED LOW -PROFILE NFVA: 12.0 SQ. IN. (464.5 50, CM.) O'HAGINS NOTES O'HAGIN VENT5 ARE MANUFACTURED 1512: PRE -PAINTED GALVANIZED 26 GAUGE 690 GALVANIZED 26 GAUGE 690 A.LUMIN1.1I`1.032 COPPER 16 OZ 5TAINLE55-5TEEL INTERIOR MATRIX (WEATHER'1A5rER , FIRE 4 ICE ONLY) FOR COORDINATING ROOF TILE MANUFACTURERS, INSTALLATION IN5'TRUCTION5, TECHNICAL BULLETINS 4 5PECIFIC INFORMATION REGARDING RAIN, SNOW, HIGH -VELOCITY WIND OR WILDLAND URBAN INTERFACE (M) APPLICATION6, PLEASE CONTACT O'HAGIN TOLL FREE AT 8-11324-0444 OR WUJW.OHAGIN.COM "S" TILE I ii "Mi" TILE COMPOSITION SHINGLE, SUVTE & SHAKE ROOFS 111 ROOF VENTILATION Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential RM,. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40 but no more than 50% of the required ventilation i5 provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. GALVANIZED PRE-MANUR DRIP EDGE 12 SEE TRU55 2x SUB --�_ ELEV. FASCIA ro� a 9. wry®m.�ea:u��°$R>.�`Y_,. U��` �� y��P,. l P CHANNEL FASCIA PER ----- O�i`- ELEV. RE61 ® (n o.H. Lim .� n0 (SEE ELEV. 46, GP 1" DENSGLA55 J CHANNEL 5kiAPTLINER TO PROVIDE VINYL SOFFIT EXTERIOR HR FIRE RE515TANCE PIN15N BEHIND SOFFIT SYSTEM UNDERSIDE 1 H. FIRE RESISTANT FLAT SOFFIT DTL. _ 5CN.0 Ill' : 1'..D" AquIded-in Cut Lines fur"ralaered Tran,itfuns. Engineered Mate rla I C,uarantees As per the FBG 5th Edition (2014) Residential section 8302, measures shall be taken to protect any and all projections that are : 2 feet to 5: 5 feet. NET FREE VENTILATION AREA DEL: DA -4 _VA: 9 60. IN. / LINEAR FOOT. IM a 1 r.,Iloll Vlhll�l HILI III l IIII IVr.i 1- Holes, IU SIJ" rlrtLl-1, § M Nail ,•� .....fie fgri,Car�vr.fl4rl��lulf „III'�il'I'Igllilrl Rt14?fB uil�,r,lllll!�III II Ir I E � I�"I� d IR I VI,I P��iI�IIII�IIIII�III�Ir�IIi'IIII I IIIIII I II>,�' grll hl IIII II II i II I I��� I�I�III�� I IiI�II Iuildlll ,� t7e@aiis@lailrt rllf? ' I IIIIIIIIIII IIIIII A"'Sr "I�I I�IIIJ I.I �I� Ir IRI �IP11 .,IIII I I I,'Ij+l Ir',I`�iP �II, Y`91 . � �I' MIG 5hingle5lop I��: 'I PILI III � IIII °G Iii rl i I r��u mlfi'Iflllll rr 1 IVIVIUIIII Ili .. AliiJ r1f"iar"tTalas. III X111 u I 6 " °Vi 111 II 111IIi „1 ',I I IIII I III il1991fr�'�liflr'1f.. 11 .IIII III II i..,i. it 111�u 1111 i�1 111 MIS °,g�� V I 'i IIIIII IIIihl Illi,. III'IaIII, I� IVNtWV) h I IIIIII Iiiu ,III 1111111 41111° lay 14 a��i��7Y 'I :...r.. y I WI '„"4 LFIFATURM k Uriiqurr design provides enhanced Intake slot 1Mdth guidelines. N 2%" ring shank nails incltrdtd. weather protective. Ir Patentcd design. Ii- Made f oni the s:une durable, long 9 Integrated end plug every 2 inches. 1-1 The DA -4 can be used as an exhaust lasting alld fielrl tested material as 111, 9 mu "i e iraches of Net Free Area Per vent (see reverse). the Lomartco Omni Series vents. linear foot. V LiTe iru"e LhAted Waa-var"ty. Via. Fits roof pitchers 3,112 t!1 16112. IVh Molded nail lines. gg�a jqT r ngth NFf1 ICC Mudei {ft. Hugrrcl h pe Iclg "1 'o� � �u/ ' l'a❑uudla tar CSF1 l 0I mi�,��sla�,�,= Vile r !'�' �II(rli�' rl 1pl 'ilii,''°I J RrPl ! 11�pi�1p111111uppIII RII�IIRp IW< Approved "µ� � � PVI ��R pilVlll h�III I1�'i �iI I� A I I1 +'°11i1 m III II IIII ulll 111 p a� - LOMANCO INTAKE VENTS OPTION N.T.S. INR FIRE PROTECTION REallRED TO UNDER6IDE OF PROJECTION NO RESTRICTIONS PROPERTY LINE ® JOB NUMBER 2.5141 CAD FILE SOFFIT / EAVE ISSUED 07-10-15 REVISED a 150 STATE S`1T -] i EAST OLDS1b AX,1-i OR IDA 34677 £313.925.1.300 7EL 81.3 - 9-25 . 1800 ;FALK NVSIF/W.11DAVISBEWS&C:OM Tj1l, SPA o EDIEi°aWEP- -->ES .1994 r- - -4 e � ,. � ro (j t o ro� a 9. wry®m.�ea:u��°$R>.�`Y_,. U��` �� y��P,. s¢ �. ftp r Un) O�i`- ® (n %`' �' p9 _63 Lim .� n0 46, ui C F :9 0 ®E z,,Mo 0�i z ® JOB NUMBER 2.5141 CAD FILE SOFFIT / EAVE ISSUED 07-10-15 REVISED a 150 STATE S`1T -] i EAST OLDS1b AX,1-i OR IDA 34677 £313.925.1.300 7EL 81.3 - 9-25 . 1800 ;FALK NVSIF/W.11DAVISBEWS&C:OM Tj1l, SPA o EDIEi°aWEP- -->ES .1994 r- - -4 e � ,. '�p"m ,,y ro� a 9. wry®m.�ea:u��°$R>.�`Y_,. U��` �� y��P,. s¢ a"`ti �1 n -" -I c� g�� ftp r Un) %`' �' p9 _63 Irk 46, ••�� 1 q ®�� t :9 I F ----I L A/C DISCONN. WP. GF.I. ELECT ICAL <E"' �$ DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET K.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I I� FLUORESCENT LIGHT FIXTURE gp SPECIAL PURPOSE OUTLET 150 STATE STREET EAST O1.DSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER f� EXHAUST FAN DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET J hW WALL SWITCH ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH © CARBON MONOXIDE DETECTOR -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE so SMOKE DETECTOR LL WALL MOUNTED INCANDESCENT LIGHT FIXTURE sc c SMOKE / CAR50N MONO. COM50 DETECTOR ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Q TELEPHONE (OPTIMAL) *c. LIGHT FIXTURE WITH PULL CHAIN Tv TELEVISION (OPTIONAL) lLLrow TRACK LIGHT l7NlCHl7C W.P. / GF.I. FOR T116. SERVICE F . CABLE r 150 AMP. ELEC. ELEC, MAIN DISCONNECT METER A/C I CLG. OUTLET PANEL METER COMBO - SQUARE D DISC. FOR G.D. OPENER REFER TO FLOOR 14 AND 12 COPPER TO �- — — - — — — — — — — — — — — — — — — — — * * * Ir AMPS. +10 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS G.C. VERIFY ALL AMPS. REQUIRED WATER NEATER SMOKE DETECTORS t0 BE HARD -WIRED UNDERGROUND OB COPPER TO RANGE * * * SERVICE BY OM 04 COPPER TO 5/8" GROUND ROD . I I G.F.I.POWER COMPANY GFL ( I G. I. ALSO SERVICE TO BE BONDED \to FOOTING STEEL AT -48" I I IRRIG. G.C. VERIFY LOCATION FOR ELECTRICAL OUTLET 2138 NNON WET AREA ELECTRICAL RISFR DIAGRAM COACH COACH NOTE: ULIGHTLIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL -' ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. FLUORESCENT LIGHT FIXTURE x 0 150 STATE STREET EAST O1.DSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER f� EXHAUST FAN LO ° Lo To EXHAUST FAN/LIGHT COMBINATION J hW ®D ELECTRIC DOOR OPERATOR (OPTIONAL) \ ® CHIMES (OPTIONAL) M N p PUSHBUTTON SWITCH (OPTIONAL) w ..'- © CARBON MONOXIDE DETECTOR i JM so SMOKE DETECTOR LL sc c SMOKE / CAR50N MONO. COM50 DETECTOR ro= •fl 2""o O Q TELEPHONE (OPTIMAL) oro Co Tv TELEVISION (OPTIONAL) lLLrow Q THERMOSTAT 0, tp 0 ELECTRIC METER 6 ro^ -o- ELECTRIC PANEL — -� DISCONNECT SWITCH SPEAKER (OPTIONAL) <\U/> ROUGH -IN FOR OPT. CEILING FAN v J c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42", OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) — T_� TELEVISION... 14° 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. IGF.(• MICROWAVE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING OUTLET +14" ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. 220 V. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.1.1, 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED 1N THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IGF.U. GF.I. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NEPA 10A-05, N.E.C. 2011, F.5.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FO651L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. l7NlCHl7C W.P. / GF.I. FOR T116. SERVICE F . CABLE r 150 AMP. ELEC. ELEC, MAIN DISCONNECT METER A/C I CLG. OUTLET PANEL METER COMBO - SQUARE D DISC. FOR G.D. OPENER REFER TO FLOOR 14 AND 12 COPPER TO �- — — - — — — — — — — — — — — — — — — — — * * * Ir AMPS. +10 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS G.C. VERIFY ALL AMPS. REQUIRED WATER NEATER SMOKE DETECTORS t0 BE HARD -WIRED UNDERGROUND OB COPPER TO RANGE * * * SERVICE BY OM 04 COPPER TO 5/8" GROUND ROD . I I G.F.I.POWER COMPANY GFL ( I G. I. ALSO SERVICE TO BE BONDED \to FOOTING STEEL AT -48" I I IRRIG. G.C. VERIFY LOCATION FOR ELECTRICAL OUTLET 2138 NNON WET AREA ELECTRICAL RISFR DIAGRAM COACH COACH NOTE: ULIGHTLIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL -' ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. • • x 0 150 STATE STREET EAST O1.DSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C LO ° Lo To 0 J hW N� h v, (o M N w ..'- L. i JM L 64 LL 0 0 ro= •fl 2""o O oro Co lLLrow 0, tp 6 ro^ �+ o— zr2° DAVIS B EWS DESIGN GROUP 150 STATE STREET EAST O1.DSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER ­�� EST. 1994 � HORIZ MAKE - LIGHTS ELECT5=-,f CAL <E DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER Kkp. WEATHERPROOF DUPLEX OUTLET vG.FL GROUND FAULT INTERRUPTER DUPLEX OUTLET K�r- HALF -SWITCHED DUPLEX OUTLET �Q SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL 5WI?CH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH D DIMMER SWITCH �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALT. MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN iQ. EXHAUST FANILIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CI4IMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR sp SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) Q THERMOSTAT C]77 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\ ROUGH -IN FOR OPT. CEILING FAN V J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI) AS INDICATED ON PLANS OR A5 ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOCK: SWITCHES. 42° OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS A5V COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND 6WALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N,E.C. 2011406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA 1OA-05, N.E.C. 2011, FB.C.R 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. I. 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 PUR POSE$. 8. ALARZ16 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 5MOKE/CARBON MONOXIDE ALARMS SHALL BE L16TED OR LABELED BY A NATIONALLY IECOGNIXED TESTING LABORATORY. 2138 U • TITLE • UPPER FLOOR ELECTRICAL PLAN - 3 -� UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT x m w DAVIS BEWS DESIGN GROVP LO 0 00 EST. 1994 �0 do C4 22(00) 0 y . ,= j cm DNL66M • C ~ 0 m° v J-0� O o 2— o c" > Eet r = . cNo °ro� 0 40Z'��v - 3 -� UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813, 925.1800 FAX W W W.DAV6S8EWS.COM TAMPA • DENVER. EST. 1994 - 3 -� UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT GENERAL NOTES SHEET SHEET TITLE FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS; MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. S4.2 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A S5 MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. SD5 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES SD6 OF PRESSURE TREATED WOOD. CAST IN PLACE CONCRETE GENERAL STAIR DETAILS BLOCKING w/ (3) 12d TOENAILS EACH END. PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4, BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL= 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3 FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS' INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. A)FLOORS = 40 PSF MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 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 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT 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 LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR o ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX If TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND EXPOSURE B DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 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 U.N.O. ON FRAMING PLANS OR DETAILS. 1. OMITTED REBAR 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 4, THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. BEND). 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY 2. STRAPS/CONNECTOR SUBSTITUTION (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S DESIGNED AND DETAILED BY OTHERS. INSTALLATION INSTRUCTIONS ARE FOLLOWED. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 3. STAIR CONSTRUCTION CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) SIMPSON HSS2 STUD SHOES, TYP U.N.O. 4. METAL STUD SUBSTITUTION 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE 5. OMITTED J -BOLT OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED w/ SIMPSON SET EPDXY @ 5" MIN EMBED. GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES -1/2"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 1 st (2) 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, ENGINEERED LUMBER THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG REQUIRED. REFER TO SECTION R301.2.1.2 OF THE -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. Fb - 2500 Fb = 3000 -FOR CMU OVERHANGING FOUNDATION FROM +1/211-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Ft = 1500 Ft = 1700 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Fc 3000 Fc 11= 3000 STRUCTURAL STEEL Fc j = 900 Fc j = 900 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fv = 285 Fv = 285 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 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. 1. SISTANT BOARD FOR 24" O.C. FRAMING UNLESS TORE 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 3/6" LINO. SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, UNDER STAIR PROTECTION FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 5 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD 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 CREATED ELEV. B WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O J (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 1'/7 (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 H- zQC (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 5/26/2015 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" tq---- (+)18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ 1-11 SUCTION DIAGRAM 5 5 4 4 1-1 ,I 5 5 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). 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 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 DRAFTING: J CREATED ELEV. C W/ OPTIONAL LANAI w/ 6 1/29/2015 TRUSSWAY TRUSSES PER TB -39 1'/7 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS 7 4/16/2015 w/ BED ROOM PER TB -55 (TL/JV) H- zQC APPLIED TRUSSWAY TRUSS TO ELEV-A 8 4/27/2015 PER TB -45 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 9 5/26/2015 TRUSSWAY TRUSSES PER TB -100 (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, LLC.Y Any' ui e,:'.duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i Z 0 Ln ❑ F- • Uri O U i STRUCTURAL ENG: CFG / BED O WILD/y� DRAFTING: J A ❑ 1'/7 SANIzoRID z -STRUCT: BM 11 H- zQC CHECK: CC U ';IRT, .. ....- --:. W M 0 JOB No. TM - 2150804 a tq---- -- - -- ;w UJ SCALE: AS INDICATED > 0 Z 0 DATE: 07/16/15 lw M - -- - W O LY_ .-a U_ O w ,r •N•o••®.�� ®®ice • w tt. : ty ca z Z a ^, O ti; `�' Q •„¢ • � tY �� '••..•.•• v.� J OJ w W W U .: ab07 � z o M W a O Q U� ami ,L *• 0 O 0 O a - Li 7 0 U VJ C W � L z a Lu .&.-; co O p � dj2C4 so O•- z � U� ._� o z O<� Q J NN�` n L) Dog Uj p a6k W E L)'r� X w V z � Uj O O� Z pC a o w ~ U LU Q = Z Z 0 Ln ❑ F- • Uri U � STRUCTURAL ENG: CFG / BED O WILD/y� DRAFTING: J A ❑ 1'/7 SANIzoRID z -STRUCT: BM 11 H- zQC CHECK: CC ';IRT, .. ....- --:. W M 0 JOB No. TM - 2150804 a tq---- -- - -- _ - UJ SCALE: AS INDICATED °z Z 0 DATE: 07/16/15 lw � S1 t�W� c� LU W W 0 LU O o N w W m z F- O _ Z _...,_,. U J Z 0 Ln ❑ F- o aa= U STRUCTURAL ENG: CFG / BED WILD/y� DRAFTING: SANIzoRID J -STRUCT: BM H- zQC CHECK: CC ';IRT, .. ....- --:. 0 JOB No. TM - 2150804 tq---- -- - -- _ - UJ SCALE: AS INDICATED 15 - 2 514 T DATE: 07/16/15 S1 -- ROUND TOP; TROWEL FOUNDATION NOTES: ' SMOOTH LU 1. PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I- PRIME PIPE W/ RUST LAPPED MIN. 6" AND SEALED. Q INHIBITIVE PRIMER Q 2. PROVIDE 3-1/2" CONC, SLAB W/ 6x6xW1.4xW1A WELDED WIRE MESH AND FINISH PER PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL - 30'-0" Z (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR 2 STORY FOOTING BUILDER DIRECTION EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). W 10 14'-0" 16'-0" 6" SCH. 40 STEEL PIPE 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM W It ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. FILLED W/ 2500 psi LAP SPLICES SHALL BE NO LESS THAN 25". ■ ■ (� CONCRETE 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR p...:. , RECESSING DOOR SILLS. cm Z 2 ■ ■ 2 I SLAB PER PLAN (-IIT--LIT- 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. Z wr I Fos 1 IIZ I_Lf—r 2500 psi CONCRETE I— sD1 T>1 TTT TTT lid p I_- F08 c=> F08 ���� r •:;' ; ' a 111f` BASE FOR 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE W a SD1 - 1 T� °' - c� EMBEDMENT SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) _ o SD1 -4" FIN. FLR TT1-�T _ ' TI CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U MF11 =1+J� I= TREATED SUB -GRADE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR uF� SD1 I I �T- ^.: ^ . • ' USE ALTERNATE APPROVED METHOD. Q W -IIf ,.,,. 111- - PER SPECIFICATIONS O A/C PAD SD11 2 -2 13'-10 T� � � - _� 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY U :: • . ~ COMMUNITY & COUNTY CODES. -L- :• -J �-- U _-_-- __...__.. I ■ - ■II� - c Z 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL Z Ill JJ1 1 L J11 (D - SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE _j ■ • - - • ■ B • T- ?�-��� ]�[ �-' AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION J -T i 5 F� "-I I (.x_110 11„I (I INSTRUCTIONS. a0 M 9. NO WOOD STAKES PERMITTED IN FOUNDATION. p W NOTE: EXTEND 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 1 FOOTING UNDER SGD. I DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO j C p DETERMINE STEP LOCATIONS IF REQUIRED LL I ( NOTE: INTEGRATE I ® I- BOLLARD DETAIL 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS e� ®� � ;••® 67 'gyp®/' ® I INTO MAIN CMU AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD •• •®'•� ��,, LLI 3/8"=1'-011 FOOTING STEP DOWN AND CORNER INFORMATION. • ,� d.• a N ® m' d, 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE • SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH cc: 45C Z Z MF01 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ®: V F06 I I SD1 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER >,, ••.� Q SD1 I COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS ••..a•,• �, FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE�-�, PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL ' If ��`0` J O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO J J J MF01 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. LL SD1 11'-2" 3'-6” I I ■ SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, Q COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS = ._- - - - - -- DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). - aoTHE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS N I BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W PSF. a O C7ilk 0'-0" FIN. FLR ( ■ 14. PENDING SITE LL IS REQUIRED, G.C. TO 2 DETERMINER REQUIRED NS, IF A REDCOURSES FOR STEMWALL FOUNDATION. SEE OU O H STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND eft N _ 00 l - I ■ Z FOOTING SIZES PENDING DEPTH OF STEMWALL. Z} 9 F03 I I I 3 1/2" THICK CONC. SLAB W/ 6X6 Q } ■ SD1 I W/1.4 XW/1.4 W.W.F. OVER 6 MIL O co ( r Z r I , FOOTING SCHEDULE W p O I VAPOR BARRIER OVER - W Ca c O COMPACTED FILL. M LL N F06 `= C N 1 12"x12"x12" d w/ #5's 6" O.C. EA. WAY MIN 2 # 5 E.W. Q • \NSSD1 O P @ O _ O I,. IO 24 x24 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (4) # 5 E.W. � '� 8 I _ ■ 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. j - o ■ _ o O O BO W ` - 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. a W - _ °' / I - 2.6 32"x32"x12 dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z U -Qo ■ I _.-_— b CD in �� I ■ b 3 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. U MF01 Q Lu �.- SD1 O 3.5 42"x42"x12 dp w/ #5"s @ 6"" Q.C. EA. WAY MIN (7) # 5 E.W. LL Z ��`! z k3 M _ O O N ■ �" of o p ' 48"'x48'"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. - Z O Fi r�' �p , X25 n^, 4.5 54"x54"x16"" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. � �< U) G FE � ....� ■ / so os ■ i LJ QE 0� -4 SD1 O 60""x60""x16"' dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. _ Z ui t FIN. FLR. _�\ W J ZU O _ S'O�rr N -4"' FIN. FLRLN U ~ O U_ otz ° ti o> PAVERS a 2.6 O I O W W O I U MS26 SYMBOLS LEGEND z v _ 98"" I N5"_0"" 3'-8" 3"-4"" 2"_1"" 2'-958" T-53/8" 2 STORY FOOTING — ■ I '� 5oW ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG 0 r I ■ ( ® I TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). Q_ 3 ■ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Z TO TIE BEAM. 0o O N I F02 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. ■ SD1 Z 11 W M Q� M I I■ z ZWo O_jJ MF02 U)LLI W SD1 I 0 1 O Opp UJ C0 Z 1- p = z _j --- � -- ■ ®-------- ____.... __- _-------_ ... o W a Za _ M F 13 cn Q MD01 SD1 MD01 j � SD2 SD2 F- 118.1 - 1"8" T-0" 2'-8" 16-0" 2'-8" STRUCTURAL ENG: CFG / BED 8'-8"" I- - DRAFTING: 2 STORY FOOTING 21'-4" ol Q-STRUCT: BM 30'-0" �U1LD Z QC CHECK: . CC_. r JOB No. TM - 2150804 SAN ORD W SCALE: AS INDICATED o�AgRTM��� s DATE: 07/16/15 FOUNDATION PLAN # 15 2 5 1 4 1 11 1/4��_ 1 0 S2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 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. 13'-4" 21 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. o Z N z O w 2 (� w W O U' 21-011,1'-2 10'-2" 3'-0" Z J it W O LL' U. u_ in W Z Z •'jz Z %• j PRfl",��o LL w J 0 Li CL co ,n I91I�li I'II r7 o ■c \O Qcei 'Z , r a ■ !� 6 11 >10U ~ o ■ a LU _ LL o z° a ■ r-� ..�r___� w ry II ■ a W F), N O z Q CD a��'� � = O f-' V�iNW�^ plJ LU W D a�� m WE U �pUs2F ♦` LL1 00 - ® z F- OW .o ♦ U W 2 6, o z —�- 0 � w ii, ■ 0 a ■ ® "` z 0 z 11 I— ZUj0 z a, z 0_ j -� ■ U) WLLj ■ o 0 0 W W m r zF- 3: V V J � e o z0 � Q= • ■ • Ln 0 P H w W W CL 0 loe8 -8 I -4 I -4 16 -0 I -4 1-4 � STRUCTURAL ENG: CFG /BED. I— DRAFTING: J STRUCT: BM Q 53 /NC Z QC CHECK: CC w USANFORD 0 JOB No. TM - 2150804 �SCALE: AS INDICATED � DATE: �- 07/18/15 DOWEL LAYOUT PLAN 1/4'V=jV_011S3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I— Q 21 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. o Z N z O w 2 (� w W O U' 21-011,1'-2 10'-2" 3'-0" Z J it W O LL' U. u_ in W Z Z •'jz Z %• j PRfl",��o LL w J 0 Li CL co ,n I91I�li I'II r7 o ■c \O Qcei 'Z , r a ■ !� 6 11 >10U ~ o ■ a LU _ LL o z° a ■ r-� ..�r___� w ry II ■ a W F), N O z Q CD a��'� � = O f-' V�iNW�^ plJ LU W D a�� m WE U �pUs2F ♦` LL1 00 - ® z F- OW .o ♦ U W 2 6, o z —�- 0 � w ii, ■ 0 a ■ ® "` z 0 z 11 I— ZUj0 z a, z 0_ j -� ■ U) WLLj ■ o 0 0 W W m r zF- 3: V V J � e o z0 � Q= • ■ • Ln 0 P H w W W CL 0 loe8 -8 I -4 I -4 16 -0 I -4 1-4 � STRUCTURAL ENG: CFG /BED. I— DRAFTING: J STRUCT: BM Q 53 /NC Z QC CHECK: CC w USANFORD 0 JOB No. TM - 2150804 �SCALE: AS INDICATED � DATE: �- 07/18/15 DOWEL LAYOUT PLAN 1/4'V=jV_011S3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1100 C 0 0 0 C) C) C e T; W\ J Q H z W...__ _ __.._... __._... ❑ coW N Z z O O W = C) M LU W ❑ p O z 0 J_ ❑ W O J LL /®✓ W a CO)o A o °' !LJ e e Z Z U Q J -� �ltltt111�o,� � LL Q F LU J 0 CL 2 e ODM„ z Q vi w U z 0 F_ -- o ZQ,� O CL am W Z U o F5ui LL Z° W z. 54 O_ Z C CD Vj •12 1 C O G Z O In OFF € W LL o �� 2 4 3: w O 0 O o0 Q0 LL I —� CC U W F— L) — Z Lu U a z 0 Q o O J z 3: (D W Q M z Z w0 U) WJ U o 10 0 W z0 3:Z _ U J U W o � QQ= 0 0) M 0 1 U-) 1— 1— Off. gUllb�,yc U STRUCTURAL ENG: CFG / BED SAIVIzQRU DRAFTING: STRUCT: BM WQC CHECK: Cc -- ❑ JOB No.. _ TM - 2150._ 804 FIRST FLOOR FRAMING PLAN SCALE: _ _ AS INDICATED DATE: 07/16/15 1/4"=1'-0" H NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 _COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES; LLC. Any use,.duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD SPACINGTOP CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING ATTACH KING STUD TO HEADER w/(6) BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN (3)2X8 SYP#2 BUILT UP STUD COLUMN BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. PLATE BW4 12" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN 16d NAILS BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 16d NAILS BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN.- 6"EMBEDMENT 16d NAILS MINI. 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 GENERAL BEARING WALL. NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALT_ IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10, AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 10d (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) NAILING NOTES (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 44 SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H200 PLATE 16d NAILS H2 x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) <8>> PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) B2x10 5-1/4"x7" LVL COLUMN. 16d NAILS mi H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) V a _ 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 & e" EPDXY ANCHOR WMIN.- 6"EMBEDMENT 16d NAILS MINI. 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 1'-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL. HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN, 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7, SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE A a (2)2X4 SYP #2 BUILT UP STUD COLUMN B a (3)2X4 SYP#2 BUILT UP STUD COLUMN C a (4)2X4 SYP#2 BUILT UP STUD COLUMN 10d (2)2X6 SYP#2 BUILT UP STUD COLUMN E (3)2X6 SYP#2 BUILT UP STUD COLUMN 16d (2)2X8 SYP#2 BUILT UP STUD COLUMN NAILING NOTES (3)2X8 SYP#2 BUILT UP STUD COLUMN c H 44 SYP#2 POST c J 6x6 SYP#2 POST c K 8x8 SYP#2 POST L ,y 3-1/2"x3-1/2" LVL COLUMN. c M 3-1/2"x5-1/4" LVL COLUMN. <8>> 3-1/2"x7" LVL COLUMN. P a 3-1/2"x9-1/2" LVL COLUMN. < Q 5-1/4"x5-1/4" LVL COLUMN. B2x10 5-1/4"x7" LVL COLUMN. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 7x7" LVL COLUMN. T ,> 3-1/2"x11-7/8" LVL COLUMN. V a _ H10A 1015 H1OA 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 POST'S. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6"EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN.- 6"EMBEDMENT 8x8:: ABU88 w/(18)16d NAILS (2)s" EPDXY ANCHORS w/ MINI. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE - STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131"x22' 10d .148" x 3" 12d .148" x 3" 16d .162" x 32' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 1 Odx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" 1 META20 w/(7) 1 Od x 12' NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 DATE- - TO POST: SIMP. HTS20 OR LSTA18 F2 (1)ply TRUSS (10)1Od 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 ❑H10A 3 w/(18)10d x 12' NAILS OR FRAME TO FRAME H10A 1015 H1OA 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS H1OA-2 1070 H1OA-2 1245 HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24' TAPCONS F (2)HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 Q 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 8❑ MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75 x11.875 LVL 5"EMBEDMENT NAILS & (18)4'x24' TAPCONS HTT4 w/(18)16d x 22" NAILS & g" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/a" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24' TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR WSIMP. SET COLUMN TO FTG. 1290 1300 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN EPDXY MIN. 7" EMBEDMENT 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 19 HTT4 w/(18) 16d x 22' NAILS w/$" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 0 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14)"16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N°.0: 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.'MV fA16 @ 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 MANLIFACTURER, 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 D JOB No. TM - 2150804 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" WSCALE: PLATE TAPCONS & CONNECTOR ON MASONRY: SIMP. META16 � _ DATE- - TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS B3.5x11.875 (2)1.75 x11.875 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFYw/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 Q 0 ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. Z _ CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. p 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS W AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS ' BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE N z CONTINUOUS FROM FLOOR TO CEILING. z 0 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: W A) ALL CEILING HUNG SOFFITS AND SOFFITS = U WITH CABINETS AS SHOWN ON PLANS. yj B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. w LU 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS O OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT z EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. Qn THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY W O TRUSSES � 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE U_ THE GARAGE. tLL 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN �'�® W o PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ®••'`•`°•••'®°< d04 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRI iad `•• �'�, W CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS o Z Z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW Q AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE Xz ,mow PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS 4 -0o' .�' ; � Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR i �'(.O a D TRUSS FABRICATION PRIOR TO THIS REVIEW ISNOT ADVISED, AND THE E.O.R. IS '®i� •'•• .••''•S��� J NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF �' `�® �_ CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESSQ 'lflliltll ,00 'S L LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. _ 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE w ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. a CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER O r THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. U BUILDER NOTE: z IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE cli TRUSS MANUFACTURERS LAYOUT- ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO U_� U PLACEMENT OF ANY TRUSSES NAILING C ILIN SCHEDULE: 0 E 0 > m ROOFS: O o: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) �- FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND n/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. O Z PLY CLIPS TO BE SPACED NO MORE THAN 24 O.C. Q co J g GABLE ENDS: Q uio, .-jz ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.(n W 0 (, p �.i M AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER p °� < z N �° EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. z Z 0 (D 5 6 o Z z P N� EXTERIOR WALLS: v O W = a g SEE WF10/SD4 FOR MORE INFO. 0 0 ... « NAILS: w U v Z Q M i;; E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. is _ U 0:i ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, H �= Q I f: HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 3: W Z L6 EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY w J O p TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, z 1- W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. O wQ APA SHEATHING NOTE: U W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED Q = Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END z WITH (3) 10d TOENAILS. p ii 0 z a o O J D z 11 W _ Q M z z Uj I¢- W J 07 W 0 W 0 1 o � F_ O� W LU _ Z O w W O V W o O aZ Q_ W W r CL F- U STRUCTURAL ENG: CFG f BED F- DRAFTING: Q J-STRUCT: BM Z QC CHECK: CC W_._... _ -- -- /01 �,vILD�i�0 1/4"=1 -011 SANFORD S401 ��111 /a (T COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. D JOB No. TM - 2150804 WSCALE: AS INDICATED --__ -07/16/15 _ NOTES & CONNECTOR LEGEND � _ DATE- - /01 �,vILD�i�0 1/4"=1 -011 SANFORD S401 ��111 /a (T COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ADD STRAPS TO EA. SIDE OF WALL STANDARD 2ND FLOOR FRAMING NOTES: W Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR J 0 WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. Q F_ 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR W TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS co SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS r - SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N Z SHEATHING IS NOT CONTINUOUS) z 0 0 1- 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. p„ w LO LU W Q Q 0 Z 0 SD5 =J Ina - --- - _ o W 00 M 0 O 0 O O 0 0 O O O O 00 f- n o p� O O O r r r r r r r r r O 2OV Il. H2x10 — — WO �����r,►ILIMPIO�®®''� H2x8 H2x8 =� I 4� > W J07 J07 ®Moose®®o ��/ d" o ` 0 c0 W O J08 J08 U � If7+ ®,0 Q z i. E-1 W U • J09 J09 - .� �r ®� 0 4 A F 4 oo'o�.o. 4 0�`0� < y I IL v `e J p J 'S®®® Rog � e �P� ger ,` ` � SO4 SO i SD5 SD5 ~ R10 W J 0 R11 • o .;°c�� R12 00 z N z; Q • N _ . z W C 0 c� R13 a R13 _ uV. ui,l % U R13 p Q R13 III0 III = a R13 ui III � R13 0 Z Q C.)h R12 J Zi Jn$� Q W 9; - U) 0 Vi . LL 0 °� �Z� °' a d R11 IIIX 0 Z ZO F'00 r E — CO) R10..� SO III SO o o g o SD5 R14 SD5 ZO a 4 A , pprr R15 -- -- J09 W LL Z N �. U H 0 0 > ¢ 0 R15 00 III J08 0 W _ A U W R16 J07 Q = _Z J13 H2x8 LU LU R17 J 12 0 0 0 6 0 rn 00 ti 'S,A � 0 0 o p� 0 tL R21 o CO o � J07 z Q D J14 J14 0 - _ 0 A y'Qpp Zto H2x8 W _ Q' M z � � W J U) � .. W o O H O W Z l- 0 = Z _....,� W W OZ (-/)o aa o �-2P CLU STRUCTURAL ENG: CFG / BED F— DRAFTING: J Q -STRUCT: BM Z QC CHECK: CG W 0 JOB No. TM -2150804 _ ROOF FRAMING PLAN W SCALE: AS INDICATED D DATE: 07/16/15 1 /4"=1'-0 �,�ILQ,ti O��NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND s�S4.2 0� , �5 ,p COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC.- Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO AT CORNERS PRECAST"U" METAL LATH OR PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS LLI OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO Q PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. STANDARD LINTELS TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTEL NOTES D FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET METAL & CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-113/81732-013 Q PER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. F- BEARING (MIN 3") LINTEL, #5 TO BE PA HOOKED INTO PROHIBITED) FELT 10" HOOK NOT REQUIRED TO BE FILLED V-61' 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2-2 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. o - — _- — SIDE VERTICALS ''. STANDARD 90 DEGREE HOOK 2'-8" 1343 2693/2561 6113/3820 8974/.5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. (0 '. d d, 4 4 3'-2" 1217 2165 / 1969 6113 / 2931 $672 / 4576 10000 / 6224 g" BE N � . ° d •:— ° w M 8" x 8" x 16" K.O. LINTEL - 63 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 ARING EA. E D' TYP. BOND BEA I' BLOCK FILL w/3000 si CONC. w/ 1 #5 DIA. 3 4 1006 16 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN p O 41-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249 W REBAR �� INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT � 4 -6 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 I O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. N Z .: Jd a a'e ° ° . • as .. 14. ' I• ° I + n.. � 5'-2� 570 1232/1232 3480/2580 8360/3586 8825/4592 z 0 ° 4 a I Q 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 O d 4 t 4 a 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS I4I (� 4 �d I I; z w 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 ADEQUATE FOR THE LOADS. W U) 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 ° d ° P 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 i W Q ,. °, " '. �: I ,, �a.�� 10'-8" 277 492/352 1254/1132 2193 / 1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 0 Q ROUGH OPENING PER PLAN dI^ ' 11'-2" 255 471 /352 1075/ 1075 1838/1567 2883/2003 O 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL U Uj OF STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS O ' ° #5 DIA. REBAR Z 13 -4 0 328/0 1234/0 1779/0 2662/0 — O U-1 ° 14'-0" 0 292/0 1160/0 1660/0 2439/0 J _ „4! ° 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS m � a . 4 18'-0" 0 211/0 750/0 1177/0 1676/0 O 0 18'-8" 0 142/0 598/0 1114/0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSL � W cn 20'-0" 0 180/0 598/0 102410 1441/0 O Q! ¢ a I ° . ' '� 2. fc PRESTRESSED LINTELS = 6000 psi. J 20'-8" 0 145 /0 550/0 981/0 1376/0 ,� w 4 ° 3. GROUTED PER ASTM C476 fg = 3000 psi W1 MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. — _ d • 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 �P1I I t t l it 8" x 8" x 16" CMU U.N.O. w ° . NO -SHEAR WALL T OPENING ° ' TYPI AL SWEAR WALL SEGMENT RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE 4 �� /070 L STRENGTH = 1900 PSI. INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB •a®ds®®`po a. O .�., 4 4 BEAM w/ 1 #5 BAR W/ 3000 psi CONC. SEE •'®a a oo® ti O p 2 -4 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ° MD08/S5 FOR LAP INFO. 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. Q P'` Q' s W PROVIDE CLEAN OUT OPENING @ GROUT 3'-0" 1230/1230 2769/2769 4085/4085 ��Q Z FILLED CELL AND REBAR (TYP). MORTAR 3-4 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE � w 0 TA'°' JOINTS SHOULD NOT BE CUT 4'-4' 846/833 2121/1716 3127/2839 A d 5'-4" 664/572 1761/1761 2595/2595 LINTEL F =FILLED WITH GROUT / ®®� ¢j 2 Q SEE FOUNDATION FOR FOOTING 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED •sMea�e�� .' ��a`° ¢ Fr 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ { P'ka►� ` ` J O 8'-4" 415 / 235 1152 / 1152 1694 / 1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY � X16 II111111,�` � D06 TYPICAL MASONRY CONSTRUCTION 8F16 -1611T ¢ 1 0 8F8-1 B/1 T— QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32" USE VALUES FOR 32" DEEP HEADER , SCALE: 3/4" = 1'-0" � 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT VJ 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. w O° 8F16-1B/1T NOMINAL WIDTH J O TYPE DESIGNATION • O 8RF14-0B/1T 0 °." � O 8F16-0B/1T 1-1/2" CLEAR Z o F r t� 8F20-1B/1T t=J ri + r .; Z 13'-4„ _ " #5 REBAR AT TOP MIN. (1) REQ'D w a o O 8F20-0B/1T U I— :- _¢ ¢ C.M.U. 8RF22-1B/1T z ° F u, d GROUT U w , `�� ( .... ,., O K $F24-1B/1T LO Z #5 REBAR AT BOTTOM OF LINTEL ,Ca U _� F F O co CAVITY " " 0 O BOTTOM REINFORCING PROVIDED z 9'-6" co 9'-2" co O 8RF22-0B/1T�` O ►' O _ SEE PLAN FOR TOP OF WALL AND LINTEL INFO 7-5/8" ACTUAL 1N LINTEL (VARIES) T...._ a ;.. ;, 1. ,� • �� M 8" NOMINAL WIDTH — �� O 8F24-OB/1T � •r O -1B/1T FILLED IL IL LINTEL PER PLAN . ^'s :;, .. +, ' .. LU • P 8F32-1B/1T 1-1/2" CLEAR .• • . , 8RF30-0B/1T TRANSOM OPENING ..' ¢ — :l..;•g..• �w #5 REBAR AT TOP MIN. (1) REQ'D Z — �FRAME INFILL AR ,•1 s 8F32 -OB/1T U U' —O��`'r�, :::` ¢ C.M.U. WINDOW BY BUILDER"� .?...."'—SEE FOUNDATION O 8F38 -1B/1T g p ., . ." PLAN FOR FILLED CELL SEE WF01/SD2 FOR :: ,a'; LO z w tocC "� _.— MORE INFO INFO. MIN. (1) IS REQ'D O 8F12 -16/1T Ch O Q z rn o-' ON EITHER SIDE U.N.O. o BOTTOM REINFORCING PROVIDED O �+ O 8F40 -OB/1T 7-5/8 L IN LINTEL (VARIES) I= J N�N� 8" NOMINAL WIDTH U � � ;,. -- O UNFILLED x w Z Q::I tow E (2) 2X8 WOOD HEADER ' , t TURNED SIDEWAYS. _ W 0 W ic SAFE LOAD TABLE NOTES Q ' FIRST PLY 2X8 TO ' ry DOOR OPENING .�.� MASONRY WALL W/ 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED w W Z Z ;•:;." SIMPSON HUS26 HANGER LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL Z �. J O @ EA. END. W/ (6) 3/16 Ox RECESSED LINTELS BASED ON 4 NOMINAL BEARING. z 1-3/4" TAPCONS INTO 2. 0 =NOT RATED.. MASONRY & (4) 10d X 1 p W MA NAILS INTO HEADER. - 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. "? O 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR U = 2ND PLY TO 1ST PLY W/ iv 10d STAGGERED @ 6" O.C. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Z U) TRANSOM /� EO ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. p D0 LINTEL W/ 1 RANSOM DETAIL � F `�2,, 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY. O SCALE: 3/4" = V-0" O 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY d CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF O SUPPORT. Z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. ¢ 7'-0" GRADE 40 GRADE 60 z BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE „A„ „g„ ..C,. "D" "All 111311 ��Clo "D,� z Q M #3 17/8 41/4 7 15 21/4 41/4 91/4 18 °z Z W O #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 0 z 0 W W #5 31/8 7 113/4 25 33/4 7 1151/21 30 c~n - #6 33/4 81/161 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16116 1/2 35 51/4 9 13/16 213/41 42 �, 16'-0" o O H O LINTEL PLANLU U-1 = Z 11 W W z O 1/8"=1 -0 U—) H N • 4 W = 2Y2" v a v •, vLu 2 s#45TRUCTURAL ENG: CFG / BED a#6=3"00 a .a. RAFTIN . D G: #7=3Y2'4 e: Q-STRUCT: BM • ° .. B a° __... ...... ....._....._. .................__ Z QC CHECK: CC i. ..B.. gUILO W ----- © JOB No.TM -2150804 A4 a S,gAlpOp� W SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 1800 HOOK A DATE: 07/16/15 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0"1114 -, -251 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER TIE BEAM SPLICE TO a TIE BEAM SPLICE TO 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q BE MIN. 25" GROUT �'# BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLIDC/)REQ'D MIN 4" BELOW Q < MASONRY WALL . MASONRY WALL ,-I CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" I z SEE PLAN I. SEE PLAN Q FOUNDATION PLAN COVER TYP. 1-1/2 COVER TYP. CONC. SLAB PER - I� m > FOUNDATION PLAN 2 1/4"' CONC. SLAB PER CONCRETE SLAB PER CONCRETE SLAB PER a II CONCRETE SLAB PER FOUNDATION PLAN - a FOUNDATION PLAN Q 4 FOUNDATION PLAN Z Z FOUNDATION PLAN w II > a a a w g ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE � I' VARIES ti w - a a > SEE PLAN " I. w m d° ° a .4 a ° a I� d II , a z _ d '.q° 'dIa' 00 d ° 4° :°q .I'a' ap O ° d °d° II • . GRADE I d d GRADE Z; w d ° .. —° ° 4° 4 a d° — — -1--II7,111 I— a=1 I I=1 0 d ° o ° 4 a' _ _ 0 � ° — I ° — � _ � °.. •° 45 = o I a a : ° — _ I —� �—� I' � -1 I I___I I I_� , �, • " III—III III— Z 00�p p _ a . o c� I L11 _811-14111 II -111-I - ._...°Q --.., o _ —I I --I Ico J _. I I —_ I o1 —1 I I — I I_—III III III— . I --....I . 1 I i h_.._I I I I I( i I I( I I '. -I I I. f __. I I ---'II , I I I 11 I I I I I I— I W W �= (2) #5 BARS CONT. I I �' I I (2) #5 BARS CONT. ' I I I I _ CLEAN COMPACTED 16" w 8" 8" 0 _I I -I I- W/ 3 COVER TYP. 3 COVER CLEAN COMPACTED W/ 3" COVER TYP. 3�' COVER FILL 95% STANDARD CLEAN COMPACTED > CLEAN COMPACTED CLEAN COMPACTED U @ O (2) #5 BARS CONT. w/ 3 (2) #5 BARS CONT. w/ 3 FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD U COVER TYP. AT 8" 811 FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD Z 1'-4" 11-411 DENSITY DENSITY co DENSITY DENSITY p (2) #5 BARS CONT. w/ 3" 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE m - - - - SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY BE 20" WIDE 0 ILLJ Y J LL F01 TYPICAL EXTERIOR FOOTING 4FO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN filFO�\FOOTING AT INTERIOR BEARING p ��ytillf�9dai®r LLI 3/4"=1'-011 3/4"=1'-0" 3/4"=1'-0 3/4"=1'-0" 3/4"=10-011 3/410_ I-011 (n , t�!i®p a 04 ++tIU °a �,/° o t ra U I OPT. MASONRY CURB w • ,� tc — 4 -. @ELEV. 0'-0" w/ (1) #5 m ®� 0-� � Z Z CONT. BAR VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D m �p j `�° W V I _ STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w -/C� SLOPED GROUT TO w L` Q DRAIN d MASONRY WALL 'i �;•` Q �-�, OPTIONAL CURB BY ° 40 + • I� M SEE PLAN +• 5 BUILDER MIN. 24" BEFORE °� I n.. f a Pli �...,•+O S O° � O CONC. SLAB PER ANOTHER STEP I ° CONC. SLAB PER I 1 #5 FROM FTG. TO 8X12 THICKENED �. ° : Q CONC. SLAB PER FOUNDATION PLAN SLAB w/ 1 #5 CONT. SLOPE ° I °° ° FOUNDATION PLAN TIE BEAM MIN. 25" O #5 CONT. PER MFG SPLICE GROUT CELL F- 8' -FOUNDATION PLAN w/ 3" COVER TYP. [F P d . ° I �'a REINFORCEMENT SEE SOLID PER PLANS 'S IL '� ° 4 .. GRADE w °a a° a <a CL �dI' , 4I I' FOUNDATION PLAN ° W • +.. - - o ° I''°; FOR QUANTITY I. .I p - = • = -- - P w ° °° ° �,� _ o j'� THRESHOLD PER MFG d r ��:° #5x25"x25"CORNER 4 °,d.. "° p't ° III—III--III_ I__ _ __ _ — -� N _ _ _ ° BAR, ONE FOR EA. m .- 0 4 °- _ (I—_ I III—III--I I — — �11= d °.° d . A'. =III 4 4 ' ° ' d I I w — . ... d a e. HORIZONTAL v i —T tp _ ° d r I' 1 e ° I ° ° 4 e • 1e coNC. SLAB PER w I I—I_ —1 a .. _—ISI I Z _ - I - °I REBAR, TYP. U.N.O. FOUNDATION PLA III- - - .. I n n I a d .a �° i ° Q ( . . I I i I I -III— I I d d '� 'e _•__._ ._,-.._ I °. .• ; 6' ' ' d °, .d ' o .'d ° d __—_.... _ w w �. :� d _ N Q e % c 0 °1I _ _ I I_ — _III—I 1-1 I —I I — 1 — I -_— -I I --1I I.,I I I, I II 1111 II I w I�Ir�. A� ��I. !� 4' �o -- a �d� d G� maw �.! I I II ( 1i I I I --I i I I I I I—I I 1 w ..0 L i 11--III—III C - I- d 4 ° I— +- w I- - - _ - • i a • , (2) 3" BARS CONT. Q -- 1- I _III- I I - (2) #5 CONT. w/ 3 ° SLOPE 2 -STORY CON ITION 1 4 = CD -- (2) #5 CONT. w/ 3'� I- I - 16" MIN. = I COVER TYP. PER MFG ° �.. a (3) #5 BARS w/ 20 U (D 1'-4" (2) #5 BARS CONT. III - SLOPE EXT. SURFACE U_ WIDE FOOTING rn COVER TYP. III-) I I—III-III-1 � (2) #5 BENT,BARS w/„ ,,, , , , ,,,,,. , . ,, • OR GRADE 1/4 PER O W/ 3"'COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS FOOTING (@, SHOWER AT MASONRY "FOTHICKENED EDGE CLEAN COMPACTED MIN. 25" LAP SPLICE CLEAN COMPACTED 0 ��, FILL 95% STANDARD FOOT AWAY FROM °� @ BUILDING FILL 195% STANDARD ZO DENSITY ELASTOMERIC JOINT DENSITY FILLER 0 F09 TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) AlFl�EXTERIOR DOOR POURED SILL AlFl�FOOTING AT INTERIOR BEARING WITH CMU aLij 3/4"=1'-0" % 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-011 ® FILLED CELL PER PLAN WOOD POST PER PLAN 0 C> FOR SIZE AND BASE :38 •F „ 4111f CONNECTION W WFn ggiis _-_-__.. GARAGE TOP COURSE TO BE CHAIR BLOCKS. LL Z C� < "' - - J ENTIRE BASE TO BE Z TOP VIEW (P— CORNER FILLED SOLID SEE ELEVATION U o J CMU BASE w/ (1) #5 J H fn G ZO < CONC SLAB PER - FOUNDATION SLAB PLAN GARAGE WALL BEYOND VERTICAL @ EACH CORNER. SEE FLR. °''a _ Q C) W Q PLAN FOR BASE SIZE ° ° d. ° r " . W Q H 1: .. 4- ° ° Z o W J Z Z O DRIVEWAY BY SEE FOUNDATION FOR , . a ~¢ (� Q I— I-- 4, - CV, BUILDER- CONCRETE OR PAVERS PAD SIZE °. ° I. a ;. w w p O j W 1 dib CONC, SLAB OR7 PAVERS PER PLAN ° L.. °. 4d.I(LL1 w 0 CLEAN COMPACTED a _ FILL @ 95% STANDARDLij .. 0 a L.-_ DENSITY -I p _..........I 8„ 3" COVER TYP. 8" x 8" THICKENED 01 EDGE w/ (1) #5 CONT. CLEAN COMPACTED - -� I i-- L .-.,' *- - 4 . ° ... d .: d - - _ a -� FILL @ 95% STANDARD - Z DENSITY F13 THICKENED EDGE @ GARAGE DOOR A!71'FOOTING @ENTRY MASONRY COLUMN NOT USED O 0 3/411=11-0" 3/411=1'-0" z /1 TOP (2) #5 x 4'-0 11 PVC OR SCH40 SLEEVE CENTERED AT PIPE = Q Z M O Z PENETRATION W 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE I .I=� _� I -d2 w PENETRATION 0 1 CONC. SLAB PER j I 0 FOUNDATION PLAN 8" C.M.U. FINISH PER -I = I 0 IH O FINISH FLOOR ELEV. -I I = a - I I Vi PENETRATING FINISH FLOOR° _ - z U V _ - PIPE PENETRATING PIPE - ( = I -I = - w W Z O w III I a GRADE d .• a • a .", d ..° SE � ° _ — .. LOOP TIE (TYP.)&REINF. I- W � _ _ _ - • . +a _� _ _ = = I=I : I PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" PVC SLEEVE MIN. L I I FOOTING PER PLAN _ z I - I (I I I I I=I CENTERED AT PIPE STRUCTURAL ENG: CFG / BED - DIAMETER TO BE 2 17- III—III -� I I- "' LI i I - PENETRATION PVC OR SCH40 SLEEVE CLEAN COMPACTED - - I I I I F- DRAFTING: PIPE SIZES LARGER FOOTING PER PLAN - ° ~I — — I I—I — —III d ° Q-STRUCT: BM THAN THE FILL @ 95% STANDARD - SEE FDN PLAN - _,.. _ _ PENETRATING PIPE (SIDE VIEW) DENSITY _ I ; i. I FOR SIZE -L1 a d ° d & REINF. -1 .� �° a - W QC CHECK: CC FRONT VIEW PVC SLEEVE = �—{.I �— �.: _ I _ / ) 0 JOB No. TM - 2150804 SCALE: AS INDICATED PIPE VERTICAL THRU FDN I I, —1 ° 1= I` D - _ _I III. SArv�o� D D _ 'DATE: 07/16/15 — - -- -- — 4 d. 1 —I � fiFl_�TYPICAL FOUNDATION PENETRATIONS III—III_ NOT USED 01 3/4"=11.0" PIPE PARALLEL TO FND S D COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. - I d vJ 77P W a4 (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN U GROUT FILLED CELL W > 'I Z I� I� ENTIRE COLUMN TO a BE GROUT FILLED w U.N.O. I ; VERTICAL REINFORCEMENT DETAIL PROVIDE STANDARD HOOK 1) #5 VERTICAL IN -ROUT FILLED CELL (IF ZEQ'D PER PLAN) t i JOTS: SEE MD08 ON .INTEL PLAN FOR kDDIT'L REBAR INFO 2x BUCK PER MD04 THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD: O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. fiFf KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR CENTERED BLOCKING PE WALL SCHEDI GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING (5) 3/8" DIA. J -BOLT W/ THREADED R( 5-1/2" EMBED. AT EA. PLANS. MIN. 6 DOOR BRACKET, EA. END OF BRG. SIDE OF DOOR. MASONRY WA PROVIDE 1-1/2" x 3/16" THICK WASHER W/ EA. BASE PLATE ANCHOR. (1st BOLT TO CONNECTION BE 8" MAX. ABV. CURB, WALL SCHEDI REST EQ. SPACED -24" O.C.) 1/2"=11-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU — HEADER (SEE PLA& 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=11-011 SEE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBED. FOR HOLLOW BLOCK OR 3 1/2" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM 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 NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING AROUND CURVE. MIN. F_ 2 TAPCON ANCHORS MASONRY WALL -- PER 2x8 SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END -- 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d 2x4 SPF CONT NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO W SIDE & TOP NAILER BLOCKING ATTACH TO 2x BUCK PER MD04 THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD: O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. fiFf KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR CENTERED BLOCKING PE WALL SCHEDI GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING (5) 3/8" DIA. J -BOLT W/ THREADED R( 5-1/2" EMBED. AT EA. PLANS. MIN. 6 DOOR BRACKET, EA. END OF BRG. SIDE OF DOOR. MASONRY WA PROVIDE 1-1/2" x 3/16" THICK WASHER W/ EA. BASE PLATE ANCHOR. (1st BOLT TO CONNECTION BE 8" MAX. ABV. CURB, WALL SCHEDI REST EQ. SPACED -24" O.C.) 1/2"=11-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU — HEADER (SEE PLA& 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=11-011 SEE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBED. FOR HOLLOW BLOCK OR 3 1/2" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM 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 PRE -CAST LINTEL PER W PLAN ♦- ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 2x8 3/16" x 3" 12" O.C. 2 (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING J Q h Z W - - W FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM N Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE OF BUCK z 02. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, O_ � STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN CL THIS CASE.. w � 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x = U „ „ MIN. 2x4 SPF #2 KNEE --�' SUCKED OPENING, USE (3) ROWS OF 10d x 3 NAILS STAGGERED @ 12 F_ WALL WITH STUDS @ 16" O.C. W/ 2x4 SPF CONT STRUCTURAL O.C. @ EACH SUCCESSIVE BUCK W W BLOCKING ATTACH TO SHEATHING ON BOTH 7/16" OSB W/ (2) 8d SIDES FROM TOP OF NAILS WALL TO BOTTOM OF 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME D 7/16" OSB EACH SIDE, BEAM. ATTACHED PER W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE (1) 2x OR (2) 2x BUCK TO SIDE & TOP NAILER ' OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS 2x BUCKS, AT BASE ARE REQUIRED fiFO KNEEWALL AT DOWNSET BE TBD BY BUILDER (FASTENING) ARE MET O NAIL SCAB TO TOP IF A/C IS SUSPENDED -- CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS ' 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C 5, ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SHEARWALL NAIL SCAB TO TOP 2x442 SYP RAT RUN SPECS CHORD WITH (3) 10d TOP AND'BOTTOM MIN NAILS (2) BAYS PAST A/C LOCATION. MIN (3) BAY MIN. 24" 2x4 BLOCKING LAP'W/ (2') f6d NAILS MAX 48" BETWEEN TRUSSES TO EACH TRUSS. TYP TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. STANDARD TRUSS TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES PRE -CAST LINTEL PER W PLAN ♦- ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 2x8 3/16" x 3" 12" O.C. 2 (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING J Q h Z W - - W FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM N Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE OF BUCK z 02. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, O_ � STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN CL THIS CASE.. w � 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x = U „ „ 3/4"=1'-0" 3/4"=1.41 J W Z 11 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. 37 W CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > z < M " &FRAME BETWEENCLEAR FLUE FLOOR PLAN I1"' B LSTA18 @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT i F TOP OF CHIMNEY MIN. Z � 0 ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT H O _j J WITHIN 10'-0" OF THE GALVANIZED FLASHING » cr)W CONT. ROOF SHEATHING NAIL PER PLAN ``/ NEAREST ROOF PRECAST CONC. OR U) LU EXT. SHEATHING IY H Y PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL O 1 8>TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS O O W O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE H BELOW AND CONNECT w/ HTS2032" O.0 @ 2x4 FRAMED CRICKET �� EXT FINISH PER PLAN W Uj m 2x4 VERTICAL 24 Z PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW W/ GALVANIZED O �. O _ Z f O.C. MAX. w/ (4) 10d FLASHING - NAILS TO BOTTOM + + w EDZ H 1 A CHORD & (3) 10d NAILS + �� °' p Q Q 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE � �. MAIN FLOOR D 1-- 2 F - FRAMING DETAIL IF WALL HEIGHT IS BETWEEN 4FT & 8FT, (4) 16d COMMONS ELEV 0'-0" B + NAILED @EACH END DOUBLE TOP PLATE + CONC. SLAB - '. °'/ "" E, USE 2x6 SYP #2 STUDS + VERT REINF. BEYOND U SEE FOUNDATION Z' STRUCTURAL ENG: CFG / BED �SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO --_ -_- d RAFTER @ ✓, C + 16d COMMONS END i (� I �. DRAFTING: + NAILED TO VERTICAL �� � 2x4 BLOCKING W/ (2) + I I-- MASONRY WALL PER Q STRUCT: BM COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ''' E 16d' COMMONS END 2x4's PLAN - -- _- _ .. __-- LED�TO VERTICAL Z QC CHECK: CC J� STRUCTURAL SHEATHING PER PLAN AND ROOF NAI SEE FOUNDATION �10tL���N w FINISH PER ARCHSFIN �, 2x4' 's + + 0 9 JOB No. TM- 2150804 D FOR FTG INFO G + + DETAILS LS 0 W SCALE: AS INDICATED CURVED ROOF TRUSSES PER PLAN OR CURVED TRUSS PER PLAN SAJVFORq RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING --.... - - ------ ---- NAILED @ 6" O.C. STAGGERED %RTS'. = DATE: 07/16/15 f -- NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D ; M0 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION SD2 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SUCKED OPENING, USE (3) ROWS OF 10d x 3 NAILS STAGGERED @ 12 F_ W O.C. @ EACH SUCCESSIVE BUCK W W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME D (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS U TBD BY BUILDER (FASTENING) ARE MET O 5, ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) Z ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS � W O J `_ +®rrr►r��r�®rr fi�DO 2x BUCK DETAIL ® ®.® SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL SHEATHING Q QW Uj o TYP. TRUSS TO FRAME t ,,.,� � Q Z TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR TYP. TRUSS TO FRAME% s '"�Go Off: Sr CONNECTION PER CONNECTION PER �°,. `� STD. CONNECTOR NOTES NOTES STD. CONNECTOR ��s�.6 •®, ••5���. a• S FRAME OUT TO BLOCK NOTES d' P 01e Q FRAME OUT TO BLOCK EDGE AS REQ'D FRAME OUT TO BLOCK / „ 1111110 J 0 EDGE u- EDGE AS REQ'D Q 2 f_ � I 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE (2) 2x TOP PLATE (2) 2x PLATE I (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" O.C. & 6 FROM EACH (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY W a- O FOR BEAM SIZE END � IF OPENING PROVIDED 40 U�r MIN. 2x4 SPF #2 KNEE I PER PLAN) 0 �+� 0 co N WALL WITH STUDS @ MIN. 2x4 SPF #2 KNEE o Z o 2 2x #2 SYP SEE PLAN O 16" O.C. W/ BOTTOM WALL w/ STUDS 16" @ O.C. w/ STRUCTURAL - » r 0 FOR BEAM SIZE STRUCTURAL � PLATE I SHEATHING FROM.0 cQ Z SHEATHING ON BOTH TOP OF WALL TO W O SIDES FROM TOP OF PRECAST LINTEL OR BOTTOM OF WALL. a co BUILRADIDER FRAME WALL OF KNOCK OUT COURSE +, ATTACHED PERCIf US AS REQ'D BEAM AOTTAOTTOM CHED PER I NAILING SCHEDULE U NAILING SCHEDULE ,,a OTHERWISE SP2 CLIPS O h,,� BUILDER FRAME MASONRY WALL a;, AT TOP AND SP1 PS Z � 0 RADIUS AS REQ'D AT BAS ARE REQ'D O O O AM A_F_0 KNEEWALL AT UPSET BEAM fi!=O KNEEWALL OVER MASONRY WALL � IL Lu 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" of vJ ROOF SHEATHING Z) [L' ATTACH PER NAILING SCHEDULE W 0 J 0 § 1� W 8. 12 �` ---� _ U)L... SEE PLAN 1 " " LL O W Si STANDARD TRUSS TOP CHORD VARIES < _j1 O 0 Z TRUSS WEBS NOT U J - SHOWN FOR CLARITY O -i J < U) .,. PRE-ENG.TRUSS PER Z » ----------� 2x4 #2 SYP CROSS PLAN24" OCMAX , .. _ � L.L 0 BRACING (AT 45°) W/ ROOFING MATERIAL W (3) 12d NAILS TO RAT PER ARCHS A/C UNIT AND PAN RUNS. TYP EACH SIDE SEE FRAMING PLAN W W Z Z BY SUPPLIER MIN. 24" CONDENSATE FOR CONNECTION U Z _j (_' W O O MAX 48" BY A/C INFODISPO Q SUPPLIER SEE ELEVATION �- CONNECTION TO BE TOP OF MASONRY O U W W ----------- ---------- SUPPLIED BY A/C ,. . SEE ARCH PLANS FOR Q = COMPANY OVERHANGINFO Z D :..:. W (2) 2x4 #2 SYP O BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON RE. ELEV. 0- A34 OR LUS24-2 EACH FOR O.H. — END TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. z z GROUT SOLID O O 3/4"=1'-0" 3/4"=1.41 J W Z 11 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. 37 W CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > z < M " &FRAME BETWEENCLEAR FLUE FLOOR PLAN I1"' B LSTA18 @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT i F TOP OF CHIMNEY MIN. Z � 0 ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT H O _j J WITHIN 10'-0" OF THE GALVANIZED FLASHING » cr)W CONT. ROOF SHEATHING NAIL PER PLAN ``/ NEAREST ROOF PRECAST CONC. OR U) LU EXT. SHEATHING IY H Y PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL O 1 8>TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS O O W O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE H BELOW AND CONNECT w/ HTS2032" O.0 @ 2x4 FRAMED CRICKET �� EXT FINISH PER PLAN W Uj m 2x4 VERTICAL 24 Z PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW W/ GALVANIZED O �. O _ Z f O.C. MAX. w/ (4) 10d FLASHING - NAILS TO BOTTOM + + w EDZ H 1 A CHORD & (3) 10d NAILS + �� °' p Q Q 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE � �. MAIN FLOOR D 1-- 2 F - FRAMING DETAIL IF WALL HEIGHT IS BETWEEN 4FT & 8FT, (4) 16d COMMONS ELEV 0'-0" B + NAILED @EACH END DOUBLE TOP PLATE + CONC. SLAB - '. °'/ "" E, USE 2x6 SYP #2 STUDS + VERT REINF. BEYOND U SEE FOUNDATION Z' STRUCTURAL ENG: CFG / BED �SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO --_ -_- d RAFTER @ ✓, C + 16d COMMONS END i (� I �. DRAFTING: + NAILED TO VERTICAL �� � 2x4 BLOCKING W/ (2) + I I-- MASONRY WALL PER Q STRUCT: BM COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ''' E 16d' COMMONS END 2x4's PLAN - -- _- _ .. __-- LED�TO VERTICAL Z QC CHECK: CC J� STRUCTURAL SHEATHING PER PLAN AND ROOF NAI SEE FOUNDATION �10tL���N w FINISH PER ARCHSFIN �, 2x4' 's + + 0 9 JOB No. TM- 2150804 D FOR FTG INFO G + + DETAILS LS 0 W SCALE: AS INDICATED CURVED ROOF TRUSSES PER PLAN OR CURVED TRUSS PER PLAN SAJVFORq RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING --.... - - ------ ---- NAILED @ 6" O.C. STAGGERED %RTS'. = DATE: 07/16/15 f -- NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D ; M0 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION SD2 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIMPSON I-,,.,,, DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE —G TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) / � 1A F PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES WHERE O.H. IS > V-0", DROP H CONTRACTOR TO FIELD VERIFY WHICH UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 7'-0" (1) 2x4 BRACE CONDITION IS REQUIRED. CONTACT EOR (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:61 8'-8" FOR ADDITIONAL INFO AS REQ'D GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d SIMPSON DTC; (2) 8d SIMPSON A23 @ EACH A35 DIAGONAL TO WHERE O.H. IS > V-0", BM I z �_ BRACE TO PLATE TRUSS BOT. CHORD EACH EN D.AT 24" O.C. ROOF SHEATHING PER PLAN TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q WSt ra 3 1/4" HOLD 2x4 DIAGONAL BRACE 1/2" J -BOLTS w/ U) 0 d , VALLEY. FASTEN w/ (5) 10d COMMON NAILS TO STUD) PT 2x8 PLT., CANT. FOR BLOCK ADJ. BAYS @ W0 O J J Q WASHERS (MIN. 6" 2x FASCIA 2 16d INTO BLOCKING, (4) 8d @ 48" O.C. TO 3RD OUTLOOKERS @ 24" o N CLG. NAILING SURFACE � CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN Q EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ Q Z I W BLOCKING @ 24" O.C. (2) I BAY REQ'D w/ O.C. TO RUN BACK TO 0 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W/ (2) 12d END NAILS BRACE TO LEDGER W W w Jif HOLD WALL 3-1/2 @ EACH ENDh., DOUBLE TOP PLATE I I MAX. ATTACHMENT w/ (3) 10d ------- SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. W = - -- - I -._- RAFTER & A35 ON ADJ z TOENAILS EA. END -_ M W m J BLOCKS w/8d NAILS SEE ELEV. FOR PROVIDE 16d NAILS — SHEATHING PER PLAN EXTERIOR SHEATHING. Z I ~ _ Q ~ EXT. FINISH PER ARCHS U_ 2x DOWNFRAME TO I GABLE END TRUSS TO PLT.@12" O.C. MAX.8 @ 6" O.C. O.H. SIZE LU ~' GABLE BRACING (+) Y 2x TOP PLATE TO I I DOOR AS REQ D w J Z Z W ft IN CMU. OR SIMPSON 7. ,a = v GABLE END W/ 16d I SEE CHART GABLE WITH H2.5 CLIP. P.T BASE PLATE U) — o m O II NAILS @ 6" O.C. SHEATHING PER PLAN FRAMING FOR FALSE L L MAX 2'-0" O.H. CMU WALL OR LINTEL---------_ BEAM, IF REQ'D w/ (3) L BELOWHGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS LO W LU BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ STRONGBACK IF REQ'D CONT. 2x4 0 #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) / � 1A F PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES WHERE O.H. IS > V-0", DROP H W UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 7'-0" (1) 2x4 BRACE 7'4" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:61 8'-8" STRONGBACK W/ (2) 2x4 BRACE GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d SIMPSON DTC; (2) 8d — HEADER STUDS PER I HEADER SCHEDULE ROOF SHEATHING (2)16d NAILS PLT. TO WHERE O.H. IS > V-0", BM I z �_ — - ............. _.. _.. .. QC CHECK. CC AX. SPAN 2-0„) w/ (2) 16d 2-0 MSTUD TOP &BOTTOM EACH EN D.AT 24" O.C. ROOF SHEATHING PER PLAN TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q WSt ra END NAILS EA. END (TYP.) (END NAIL PLTS. 2x4 DIAGONAL BRACE DROP END GABLE w/ U) 0 d , VALLEY. FASTEN w/ (5) 10d COMMON NAILS TO STUD) TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ W0 O J J Q 2x FASCIA 2 16d INTO BLOCKING, (4) 8d @ 48" O.C. TO 3RD OUTLOOKERS @ 24" o N Z � CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN Q FOR ADDT'L INFO 0 Q Z I W BLOCKING @ 24" O.C. (2) I BAY REQ'D w/ O.C. TO RUN BACK TO 0 H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF W/ (2) 12d END NAILS BRACE TO LEDGER W W U Jif HOLD WALL 3-1/2 @ EACH ENDh., DOUBLE TOP PLATE I I p W STRONGBACK, SEE ------- SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. W -- - -- - I -._- RAFTER & A35 ON ADJ - - -_ M W m I BLOCKS w/8d NAILS SEE ELEV. FOR WITH (3) 12d TOENAILS. — SHEATHING PER PLAN EXTERIOR SHEATHING. Z I ~ W Q ~ EXT. FINISH PER ARCHS TRUSS PER PLAN ATTACH PER PLAN 2x DOWNFRAME TO I (AS SHOWN) @ 6" O.C. O.H. SIZE LU ~' GABLE BRACING (+) CONNECT TO DROP w n FROM TOP OF WALL I I DOOR AS REQ D w J Z Z W ft IN CMU. OR SIMPSON w 45° GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 7'-0" (1) 2x4 BRACE 7'4" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:61 8'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. — GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. -- 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL R 2ND 2x4 BRACE IF x REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. (61�0tGABLE END BRACING .•o.• 4 CL 0 ••� s N N A W 0 ® p:.. o Z Z GABLE BRACING @ 48" — PROVIDE 2x BLOCKING ® a'; ""', Q ' O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 10°) ' • �C '`��®> .� p BRACE NOT REQUIRED yy, •••.. • 5®�® Q 6' FROM EAVES.C7 PF� :30 TRUSS PER PLAN tri tltt111� L SEE PLAN FOR <C SUPPORT AND TIE DOWN OF JACK TRUSSES PROVIDE BLOCKING w BETWEEN TRUSS BAYS ,� 0 @ 48" O.C. FOR FIRST 3 �- SEE GABLE I:r,O BAYS WALL PER PLAN CONNECTION DETAIL p 0 � m (FRAME WALL SHOWN; 1.4 FOR REQ'D MAY ALSO BE Z l elf CONNECTIONS MASONRY) Q ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'W � _ � 0 I0 Q Oy U U) " �4 �a 0 GABLE END @ FLAT CEILING w/ BOSTON HIP Lu 3/4"=1'-0" % 3/4"=1'-0" CONT. 2x4 1/2" x 8" J -BOLT @ 32" -- — DS SCREWS TO TOP S E 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING STRUCTURAL ENG: CFG / BED (2) 2x TOP PLATE U OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d TRUSS BELOW J SIMPSON DTC; (2) 8d — HEADER STUDS PER I HEADER SCHEDULE ROOF SHEATHING (2)16d NAILS PLT. TO WHERE O.H. IS > V-0", BM I z �_ — - ............. _.. _.. .. QC CHECK. CC AX. SPAN 2-0„) w/ (2) 16d 2-0 MSTUD TOP &BOTTOM EACH EN D.AT 24" O.C. ROOF SHEATHING PER PLAN I U.N.O. ON PLANS I _ 0 Q > F - Z WSt ra END NAILS EA. END (TYP.) (END NAIL PLTS. 2x4 DIAGONAL BRACE DROP END GABLE w/ U) 0 d , VALLEY. FASTEN w/ (5) 10d COMMON NAILS TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SEE HEADERZ W0 O J J Q 2x FASCIA 2 16d INTO BLOCKING, (4) 8d @ 48" O.C. TO 3RD OUTLOOKERS @ 24" o N Z � END NAILS @ EA. OUTLOOKER 2x4 #2 SYP P.T. NAILS INTO TOP PLATE 16d TOE NAILS FOR ADDT'L INFO 0 Q Z I W BLOCKING @ 24" O.C. (2) I BAY REQ'D w/ O.C. TO RUN BACK TO 0 TRUSS PER PLAN �-- -- SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER W W U Jif HOLD WALL 3-1/2 @ EACH ENDh., DOUBLE TOP PLATE I I p W STRONGBACK, SEE 1 ST COMMON TRUSS 0 1'-9" MAX. DOWN FOR OUTLOOKER 2x4 LEDGER W/ (2) 10d TRUSS PER PLAN NAILS @'EACH WEB DTC CLIP, (2) 8d NAILS I RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 0 M W m I CHART WITH (3) 12d TOENAILS. — SHEATHING PER PLAN EXTERIOR SHEATHING. Z I ~ W Q ~ EXT. FINISH PER ARCHS TRUSS PER PLAN ATTACH PER PLAN 2x DOWNFRAME TO I (AS SHOWN) W ~' GABLE BRACING (+) CONNECT TO DROP w n FROM TOP OF WALL I I DOOR AS REQ D w J Z Z W ft IN CMU. OR SIMPSON w W Z I SEE CHART GABLE WITH H2.5 CLIP. P.T BASE PLATE U) — Q Q = � SHEATHING PER PLAN END NAILS @EACH MAX 2'-0" O.H. _ LO W LU STRONGBACK IF REQ'D CONT. 2x4 0 PER CHART U 0 (5) 16d NAILS BRACE 2x4'S @ 24" O.C. Z � TO BLOCKING A _ A GABLE END 0 PROVIDE - - - - -- - - 2x4 BRACEm SHEATHING FASTEN GABLE END TO EA. ADJ. DIAG. PER PLAN W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 0 PER PLAN. 16d NAILS. J L` �— SIMPSON H10A DIAG. LL TO BLOCKING .•o.• 4 CL 0 ••� s N N A W 0 ® p:.. o Z Z GABLE BRACING @ 48" — PROVIDE 2x BLOCKING ® a'; ""', Q ' O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 10°) ' • �C '`��®> .� p BRACE NOT REQUIRED yy, •••.. • 5®�® Q 6' FROM EAVES.C7 PF� :30 TRUSS PER PLAN tri tltt111� L SEE PLAN FOR <C SUPPORT AND TIE DOWN OF JACK TRUSSES PROVIDE BLOCKING w BETWEEN TRUSS BAYS ,� 0 @ 48" O.C. FOR FIRST 3 �- SEE GABLE I:r,O BAYS WALL PER PLAN CONNECTION DETAIL p 0 � m (FRAME WALL SHOWN; 1.4 FOR REQ'D MAY ALSO BE Z l elf CONNECTIONS MASONRY) Q ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'W � _ � 0 I0 Q Oy U U) " �4 �a 0 GABLE END @ FLAT CEILING w/ BOSTON HIP Lu 3/4"=1'-0" % 3/4"=1'-0" 3/4"=1'-0" H 1/2" x 8" J -BOLT @ 32" -- — DS SCREWS TO TOP S E 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING STRUCTURAL ENG: CFG / BED (2) 2x TOP PLATE U OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d TRUSS BELOW J SIMPSON DTC; (2) 8d — HEADER STUDS PER I HEADER SCHEDULE ROOF SHEATHING (2)16d NAILS PLT. TO NAILS TOENAILED @ BM I z �_ — - ............. _.. _.. .. QC CHECK. CC AX. SPAN 2-0„) w/ (2) 16d 2-0 MSTUD TOP &BOTTOM EACH EN D.AT 24" O.C. ROOF SHEATHING PER PLAN I U.N.O. ON PLANS I _ 0 Q > F - Z WSt ra END NAILS EA. END (TYP.) (END NAIL PLTS. I I HEADER PER PLAN; U) 0 d , VALLEY. FASTEN w/ (5) 10d COMMON NAILS TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SEE HEADERZ W0 O J J Q 2x FASCIA 2 16d INTO BLOCKING, (4) 8d TES Z W � END NAILS @ EA. OUTLOOKER 2x4 #2 SYP P.T. NAILS INTO TOP PLATE 16d TOE NAILS FOR ADDT'L INFO 0 Q Z I W BLOCKING @ 24" O.C. (2) I I- PLATE 2x6 RAFTER TO 2x8 TRUSS PER PLAN �-- -- SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER W W U Jif HOLD WALL 3-1/2 @ EACH ENDh., DOUBLE TOP PLATE I I p W W 0 1'-9" MAX. DOWN FOR OUTLOOKER 2x4 LEDGER W/ (2) 10d TRUSS PER PLAN NAILS @'EACH WEB DTC CLIP, (2) 8d NAILS I RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 0 M W m I U W — SHEATHING PER PLAN EXTERIOR SHEATHING. Z I ~ W Q ~ EXT. FINISH PER ARCHS TRUSS PER PLAN ATTACH PER PLAN 2x DOWNFRAME TO I (AS SHOWN) W ~' 0 V 0 n FROM TOP OF WALL I I DOOR AS REQ D w J Z Z W ft IN CMU. OR SIMPSON VARIES W/ 1/4"x4-1/2" SIMPSON END. 1/2" x 8" J -BOLT @ 32" -- — DS SCREWS TO TOP S E . a LAY 2x4 BLOCKING WALL SHEATHING PER OVER THE TOP OF THE STRUCTURAL ENG: CFG / BED CHORD EACH TO BOTTOM I TRUSS BELOW .-a BOTTOM CHORD. SIMPSON DTC; (2) 8d — HEADER STUDS PER I HEADER SCHEDULE w (0 BM I z �_ — - ............. _.. _.. .. QC CHECK. CC 2x6 COLLAR TIE HALF WAY UP HEIGHT OF RAKED DOUBLE TOP O.C. AND 6" FROM EA. I U.N.O. ON PLANS I _ 0 Q > F - Z FRAMING (OR RE -ENG 2x8 #2 SPF STUDS AT I I VALLEY. FASTEN w/ (5) 10d COMMON NAILS PLATE I I z z W0 O J J Q END w/ NUT &WASHER I 16" O.C. EACH END (TYP.) p Op 00 l ATTACH JAMB STUDS I W V PLATE 2x6 RAFTER TO 2x8 TRUSS PER PLAN FN7'4 PER WF08/SD4 I — W W RIDGE BOARD W/ A35 ON (1) SIDE OF TRUSS PER PLAN NG, O I— W CMU WALL PER PLAN DTC CLIP, (2) 8d NAILS I RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 0 M W m I U W RAFTER TO OPP SIDE INTO BLOCKING, (2)I - 2x8 #2 SYP PT BASE (AS SHOWN) 3/16" x 2 3/4" TAPCONS „ 0 V 0 NOTE: PROVIDE ADDIT'L CEILING NAILER AS MSTAM-24 TYP. EA. INTO BLOCKING, (2) MASONRY WALL OR I 1/2 THREADED ROD U = BLOCKING AS REQ'D REQ'D SIDE OF EA. STUD. MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN ; PLATE W/ 1/2" x 8" I I EA. SIDE OF HEADER Z PER HIB -91 & TRUSS LINTEL SEE PLAN a" ANCHOR BOLT OR CENTERED w/in TOP — CENTERED BETWEEN IN CMU. OR SIMPSON MANU.'S DRAWINGS; 2x8 #2 SPF STUDS @ FRAME AND CMU SEE META16 TITEN HD @ 32" O.C. & I I PLATE & 6" FROM JAMB CEILING GYP. BD. IS 16" O.C. TYP. ; :, WALL SPLICE DETAIL 6" FROM EACH END I I STUDS) w/ MIN 6" 0 NOT A DIAPHRAGM STD CON DITION CM I EMBED. INTO SLAB a _ 2x8 #2 SYP PT BASE FOR REQ'D FLASHING �+ PLATE @ U VAU LTED CONDITION @CMU I I ONLY REQ'D @ BRG WALL W/ UPLIFT C� I z GABLE END @ VAULTED CEILING I l o ° 3/4"=1'-0" W/ 1/4"x4-1/2" SIMPSON END. -- — DS SCREWS TO TOP S E . a LAY 2x4 BLOCKING WALL SHEATHING PER OVER THE TOP OF THE STRUCTURAL ENG: CFG / BED CHORD EACH PLAN LINTEL PER PLAN DRAFTING: TRUSS BELOW .-a BOTTOM CHORD. SIMPSON DTC; (2) 8d — HEADER STUDS PER I HEADER SCHEDULE w (0 BM t- VALLEY RAFTER 2x8 RIDGE BOARD — - ............. _.. _.. .. QC CHECK. CC 2x6 COLLAR TIE HALF WAY UP HEIGHT OF NAILS INTO BLOCKING, (4) 8d NAILS TO TOP I U.N.O. ON PLANS I _ 0 Q > F - Z FRAMING (OR RE -ENG VALLEY. FASTEN w/ (5) 10d COMMON NAILS PLATE I I z z W0 O J J @ I W EACH END (TYP.) p Op 00 l ATTACH JAMB STUDS U)U) � W • • Y 2x6 RAFTER TO 2x8 TRUSS PER PLAN FN7'4 PER WF08/SD4 I — W W RIDGE BOARD W/ A35 ON (1) SIDE OF TRUSS PER PLAN NG, O I— O W 0 '� i/i 0� RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 0 M W m RAFTER TO OPP SIDE INTO BLOCKING, (2)I Z V (AS SHOWN) 3/16" x 2 3/4" TAPCONS 0 V 0 2x6's @ 24" O.C. MAX. ft IN CMU. OR SIMPSON w W Z I FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU 2x4 SYP 42 BLOCKING, META16 @ 24 O.C. W/ (2) 12d P.T BASE PLATE U) — Q Q = � SHEATHING PER PLAN END NAILS @EACH VALLEY ERUISHES)TO STD CONDITION FRAME -WALL BEARING CONDITION CMU WALL o JOB No. TM -2150804 --- - SIMPSON MTS12 OR 4 A O�fl LU SCALE: AS INDICATED LSTA12 & (5) 8d NAILS � dIT CU. ` CD DATE. 07/16/15 EA RAFTER TO PLT FIELD FRAMED VALLEY DETAIL FO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"=11-0.1 3/4"=1'-0" 1/2"=11-00. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. JU3 W/ 1/4"x4-1/2" SIMPSON END. -- — DS SCREWS TO TOP S E . a LAY 2x4 BLOCKING WALL SHEATHING PER OVER THE TOP OF THE STRUCTURAL ENG: CFG / BED CHORD EACH PLAN LINTEL PER PLAN DRAFTING: TRUSS BELOW .-a BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d � BM t- VALLEY RAFTER NAILS @EACH TRUSS — - ............. _.. _.. .. QC CHECK. CC lZ FRAMING (OR RE -ENG VALLEY ERUISHES)TO STD CONDITION FRAME -WALL BEARING CONDITION CMU WALL o JOB No. TM -2150804 --- - SIMPSON MTS12 OR 4 A O�fl LU SCALE: AS INDICATED LSTA12 & (5) 8d NAILS � dIT CU. ` CD DATE. 07/16/15 EA RAFTER TO PLT FIELD FRAMED VALLEY DETAIL FO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"=11-0.1 3/4"=1'-0" 1/2"=11-00. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. JU3 h U STRUCTURAL ENG: CFG / BED I-- DRAFTING: J QSTRUCT: — BM gUILI��L — - ............. _.. _.. .. QC CHECK. CC lZ VALLEY ERUISHES)TO STD CONDITION FRAME -WALL BEARING CONDITION CMU WALL o JOB No. TM -2150804 --- - SIMPSON MTS12 OR 4 A O�fl LU SCALE: AS INDICATED LSTA12 & (5) 8d NAILS � dIT CU. ` CD DATE. 07/16/15 EA RAFTER TO PLT FIELD FRAMED VALLEY DETAIL FO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"=11-0.1 3/4"=1'-0" 1/2"=11-00. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. JU3 DOUBLE 2x8 TOP PLATE TYPICAL TOP PLATE SPLICE @ BRG. WALL DOUBLE 2x4 TOP PLATE :7Z�I�11�7�►�ZI<iP►i�iTr' OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIP TOP PLATE ATTACH W/ ATTACH PER NAILI (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION NOTES: LLJ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 1- NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4° OF THE THICKNESS OF THE LAST LAMINATION Q 3) FOR 5 -PLY, PROVIDE 1/4 DIA. x 5 1/2 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE -� BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's PER VVIL 10d NAILS 1" EDGE 1 1/2" EDGE Z W - - --- - �jy _❑ 'I ❑ 1Odx3" � 1 Od x 3 COMMON w WW o � ' • 11 ❑ z z o 2 1/2 w 2 1/4.. C7 iv z 2" N W 1 1/2" z _ z �_ U z W _N U a a z O 04 0 C14r N 1 10 N fn 10d x 3" COMMON w p 0" a W OVERLAP TOP PLATE L I— 1 Od x 3" COMMON OPP. O 0 N AT CORNER SIDE z LO z W C7 Q Q U 1 Od x 3" OPP. SIDE p 0 NAIL BOTTOM PLATE v I I CLI I I I z 0 TO CORNER STUD a - - PACK w/ (4)1 Od NAILS can oo °° °° z T TOP PLATE CORNER TRANSITION ao 10d x 3" COMMON (L DISTANCE PER OPP. SIDE .DETAIL---- �_ W(2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S wj ®111111111 TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN o��' ar®err 3/4"=1 -0 % 11-1/2"=V -0 Z. i ®. *0* Is p_ N 2x DBL TOP PLATE 2 MIN, 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN O I. woo ^. W o BEYOND .7 INSTALLED VERTICALLY. (D NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS �. `� @_. z U_ z @3"O.C. w _ ROOF SHEATHING, r, Qom" 'r ,� 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON o A = NAIL SPACING FASTEN PER PLAN ".• �� a - J w @ ?.I SFR Cge ROOF SHEATHING ?OAF Scge ROOF SHEATHING "" � ------ I1--I�--�— fir- I O s 4� a 6 = NAILS 3 O.C. II II II ❑ ¢ _ <<c�LyAT O FASTEN PER PLAN k<<cN<qA TO FASTEN PER PLAN I- °� " '�"•"". " ~�°"Q wa W ~O Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 172" Gr R�, cT TR o 'j® PR►o --� _j O - — -- — -- — -- a U) z COMMON NAILS @ 3 O.C. _ 'S'OF� S' y0 �S'�►/t11111,,® =� -j 0 l.� NAIL INT. W/ 8d COMMON NAILS @ 2" O.C. U.N.O. ON — — y FOy _j w III III I I I I I WALL SHEATHING O = PLANS 2x4 FRAMING @ 24" _ III III I I I I SPLICE, SEE SPLICE � A O.C. MAX. DETAIL. MAX 1/8" g l:/ STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 1/2" 2x4 FRAMING @ 24" - 4 SPACE BETWEEN w @ DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1Od NAILS O 16d COMMON NAILT. S (2) S III OPENING III I I I I II ~ W COMMON NAILS 3" O.C. O.C. MAX. PROVIDE 4 10d x 3 2x4 #2 SYP CON ILS U) III III I I I PANELS z U 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO NAILS AT JOINT w >- O @ 4 O.C. PROVIDE (4)10d x3 EA. STUD OR TRUSS � U S101 NL III 3 III I I I I I HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX. �- III TYP. III I I I I I I n O TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, p ,I'hP Al, <') III OPENING NG III I I I I I 2x STUDS BEYOND, �LL o �7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, a @ 4" O.C. " USE (2) 1/4 TAPCONS U /"'"� 4' dr III III II I II SEE PLAN FOR MORE x LL VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED. ❑ h•*"*1 � N a U_ PER -ENG TRUSSES @ z o INFO z O SHEATHING & PER PLAN 2x FASCIA 2 FASCIA PER PL N 24" O.C. a III r _T1_ — —TI — NOTE: w = PIPE OR DUCT W/ III II II II II PLATE L-ENGTHS MUST BE AT (4) 10d NAILS FOR PENETRATION OF 2 ROWS 1 O @ 3" 0. G. ¢ ❑ = LEAST 8`-0" LONG. TYP. I II I MORE THAN 50% OF TO GABLE END STUDS o w/ (2) 1/4" X 3'/" SIMPS. TOP PLATE WIDTH SDS SCREWS @ 16" FASCIA PER O C MAX INSTALL SIMPSON 2x4 STUDS PER DATE: 07/16/15 FLOOR SYSTEM PSPN516Z W/ (12) 16d FRAMING PLAN • NAILS TYP. TOP & BOT. CUT TO FIT 2x BOTTOM PLATE + OPENING SIZE 1 BEYOND SEE PLAN + + — DOUBLE 10d @ 3" O.C. "F1EXTERIOR SHEATHING SCHEDULE UJ Z N.T.S. 0 = �.. - TOP SPLICE W>- Z o�a_ � 2 H w H a. H U 2x4 BEYOND AGAINST STRUCTURAL ENG: CFG / BED H DRAFTING: 48" 2x8 STUDS -STRUCT: BM ATTACH 2x STUDS TO TOP PLATE W/ (4) 1641 NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO CONDITIONS TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) 2x8 STUDS PER TYP. AT ALL EXTERIOR FRAMING PLAN CONDITIONS TOP SPLICE BOTTOM SPLICE OVER STUD DOUBLE 2x8 TOP PLATE TYPICAL TOP PLATE SPLICE @ BRG. WALL DOUBLE 2x4 TOP PLATE :7Z�I�11�7�►�ZI<iP►i�iTr' OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIP TOP PLATE ATTACH W/ ATTACH PER NAILI (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION NOTES: LLJ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 1- NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4° OF THE THICKNESS OF THE LAST LAMINATION Q 3) FOR 5 -PLY, PROVIDE 1/4 DIA. x 5 1/2 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE -� BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's PER VVIL 10d NAILS 1" EDGE 1 1/2" EDGE Z W - - --- - �jy _❑ 'I ❑ 1Odx3" � 1 Od x 3 COMMON w WW o � ' • 11 ❑ z z o 2 1/2 w 2 1/4.. C7 iv z 2" N W 1 1/2" z _ z �_ U z W _N U a a z O 04 0 C14r N 1 10 N fn 10d x 3" COMMON w p 0" a W OVERLAP TOP PLATE L I— 1 Od x 3" COMMON OPP. O 0 N AT CORNER SIDE z LO z W C7 Q Q U 1 Od x 3" OPP. SIDE p 0 NAIL BOTTOM PLATE v I I CLI I I I z 0 TO CORNER STUD a - - PACK w/ (4)1 Od NAILS can oo °° °° z T TOP PLATE CORNER TRANSITION ao 10d x 3" COMMON (L DISTANCE PER OPP. SIDE .DETAIL---- �_ W(2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S wj ®111111111 TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN o��' ar®err 3/4"=1 -0 % 11-1/2"=V -0 Z. i ®. *0* Is p_ N 2x DBL TOP PLATE 2 MIN, 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN O I. woo ^. W o BEYOND .7 INSTALLED VERTICALLY. (D NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS �. `� @_. z U_ z @3"O.C. w _ ROOF SHEATHING, r, Qom" 'r ,� 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON o A = NAIL SPACING FASTEN PER PLAN ".• �� a - J w @ ?.I SFR Cge ROOF SHEATHING ?OAF Scge ROOF SHEATHING "" � ------ I1--I�--�— fir- I O s 4� a 6 = NAILS 3 O.C. II II II ❑ ¢ _ <<c�LyAT O FASTEN PER PLAN k<<cN<qA TO FASTEN PER PLAN I- °� " '�"•"". " ~�°"Q wa W ~O Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 172" Gr R�, cT TR o 'j® PR►o --� _j O - — -- — -- — -- a U) z COMMON NAILS @ 3 O.C. _ 'S'OF� S' y0 �S'�►/t11111,,® =� -j 0 l.� NAIL INT. W/ 8d COMMON NAILS @ 2" O.C. U.N.O. ON — — y FOy _j w III III I I I I I WALL SHEATHING O = PLANS 2x4 FRAMING @ 24" _ III III I I I I SPLICE, SEE SPLICE � A O.C. MAX. DETAIL. MAX 1/8" g l:/ STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 1/2" 2x4 FRAMING @ 24" - 4 SPACE BETWEEN w @ DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1Od NAILS O 16d COMMON NAILT. S (2) S III OPENING III I I I I II ~ W COMMON NAILS 3" O.C. O.C. MAX. PROVIDE 4 10d x 3 2x4 #2 SYP CON ILS U) III III I I I PANELS z U 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO NAILS AT JOINT w >- O @ 4 O.C. PROVIDE (4)10d x3 EA. STUD OR TRUSS � U S101 NL III 3 III I I I I I HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX. �- III TYP. III I I I I I I n O TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, p ,I'hP Al, <') III OPENING NG III I I I I I 2x STUDS BEYOND, �LL o �7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, a @ 4" O.C. " USE (2) 1/4 TAPCONS U /"'"� 4' dr III III II I II SEE PLAN FOR MORE x LL VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED. ❑ h•*"*1 � N a U_ PER -ENG TRUSSES @ z o INFO z O SHEATHING & PER PLAN 2x FASCIA 2 FASCIA PER PL N 24" O.C. a III r _T1_ — —TI — III I I I I I w = U) III II II II II TO STUDS OR BEAM w/ (4) 10d NAILS FOR I I I II III II I II II II ¢ ❑ = o 0 I II I TO GABLE END STUDS o w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER O C MAX --------0 O DATE: 07/16/15 FLOOR SYSTEM SHINGLE ONLY LL p0 `' a CUT TO FIT 2x BOTTOM PLATE &71?_61CORNER COLUMN FRAMING OPENING SIZE 1 BEYOND SEE PLAN SHEATHING DIAGRAM "F1EXTERIOR SHEATHING SCHEDULE UJ Z N.T.S. 0 = �.. SEE IPLAN BLOCKING GYPSUM WALLBOARD x A ri ;D >10 CMU WALL PER PLAN (2) 8d TOE NAILS TO 2 a ;. = z JOINT, MAX. 1/8" GAP LEDGER TRUSS CONNECTION O 8d TOENAILS �% PER PLAN TO LEDGER TRUSS PER PLAN H o �,n 2x4 PT LEDGER W/ [L » 2x4 LEDGER W/ (2) 16d Q NAILING PER 1/4 x4 @ TAPCONS 12 AME WALL PER @ „ U = SCHEDULE •' O.C. PLANNAILS 16 O.C. w ...m,.,•, . M.rv,,.:,.m w,,u„ SEE ELEV. FOR SEE ELEV. FOR zC FLATWIOSE (2) 16dCKING ACED O.H. SIZE O.H. SIZE WALL ORTRUSS,SS, SEE Z NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL Ica PLAN (TRUSS SHOWN) o Q NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE, NAILS, IF. O NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING I.S TO BE F1' ' TYPICAL SCAB OVERHANG(L�DO2 LEDGER @ LOW ROOF a.REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS „_ w 3/4 -0 OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS U ROOF SHEATHING, 2x4 #2 SPF z NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEETRUSSPLAN FOR BLOCKING @ 24" O.C. � J 0 V DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS ❑ ��H'�' CONNECTION CONNECTIONa Q W SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE +r EACH END xxx>< 0 �" 0 @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's Z < t TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL 0 Q z PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 1 Od X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE % (22) 1 O NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. U J FRAMING PLAN FOR CORNER CONDITIONS g WALL TO PRECAST A NAILING SCHEDULE & w/ (2) 16d END NAILS O J SPACING EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF ;+ _ ` '* ` (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF w Q z • SEE PLAN FOR --- NAIL PER PLAN TALLER STUD) "TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & /.++�,ROOF SHEATHING Q 1 /4" x 4 CONNECTION 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 Od NAILS @ x x CONNECTION STAGGERED xx 2x BRG WALL, SEE - I i INTO TRUSS & (3) 12d EACH VERTICALF- PLAN FOR STUD SIZE & ° TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL w W ��� I TRUSS FOR MORE INFO J z z SPACING. MIN (2) 2x SEE FLOOR PLAN FOR I I LINTELS LINTELS ,. U �_ UNDER GIRDER TRUSS MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL z W U.N.O. r� LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN @ 24" O.C. w/ EXT. LINTEL PER PLAN @ 24" O.C. w/ EXT. p ~ 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. V SHEATHING PER SHEATHING PER of LLJ w/ (2) 1 /4" x 3 1 /2" w/ (2) 1/4" x 3 1/2" 0 W 2x BLOCKING NAILING SCHEDULE & NAILING SCHEDULE & U W SIMPSON LSTA24 EACH (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH (4) 12d NAILS EACH U = VERTICALLY ZSPACED EVENLY SPACED VERTICALLY EVENLY RUSS MEMBER TRUSS MEMBER (n STUD ATTACH 2x TO z 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 W PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 Od NAILS 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL d UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL "ATTAGHMENT'BY ATTACHMENT BY ATTACHMENT BY U.N.O CONNECTION BUILDER BUILDER BUILDER BUILDER Z F1 SECTION @ DOUBLE BEARING*F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER o 0 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=V-0'. 1/2"=1'-0" J z 11 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM 11 ' " W SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 1 O NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN c 5/8" THREADED ROD w/ 0; NUT SET IN ADHESIVE a STUDS w/ (2) 1/4 X 4/ SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS N EXTERIOR WALL/TRUSS (2) 1/4" X 3'/i' SIMPS. SD: SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 12 1/4" x 2 3/4" TAPCONS Al 12" O.C. ISEE PLAN SIMPSON H3 CLIP Q M ; ` Z SHEATHING PER PLAN 2x4 SYP #2 LEDGER. PLAN FOR ADDITIONAL TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/" SIMPS.7 CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS SIDE VIEW @ BASE OF POST w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER O C MAX W _ Q M ; ` Z QC CHECK: CC PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4 PRE-ENGINEERED gUlLniy� ❑_ `." z Z LU 0 3 � INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST I— �WJ SCALE: AS INDICATED W U) DATE: 07/16/15 SHINGLE ONLY &71?_61CORNER COLUMN FRAMING 0 0 P 0 UJ Z Z 0 = �.. U) ;; W>- Z o�a_ � 2 H w H a. H U STRUCTURAL ENG: CFG / BED H DRAFTING: Q -STRUCT: BM SEE FOUNDATION COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR ; ` Z QC CHECK: CC PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4 PRE-ENGINEERED gUlLniy� ❑_ `." JOB No TM -2150804 3 � INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. O.C. MAX. W „ • SANT �O SCALE: AS INDICATED SIMPSON H3 CLIP DESIGNED FOR U) DATE: 07/16/15 SHINGLE ONLY &71?_61CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL NOT USED 3/4"=1'-0" 1/2"=1'-0" #U4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES gL BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS -- SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED jj�,_BEARING Af SEE PLAN L=i LINTEL AS PER PLAN - Q LINTEL AS PER PLAN ---�_ 4 WD. HD. HT. SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN t FIN. FL.R. 0'-0" op GRADE DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND j REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS W Q CONNECTIONS W SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING F � SEE STANDARD 2-1/4" TITEN SCREWSATTACHED PER ATTACHED PER ��<<S �<<sy N Z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 yFFr SIMPSON SP4 w/ (6) 10d SIMPSON LSTA30 FFT SIMPSON SP4 w/ (6) 1Od z z USE SIMPSON STRAP (MAX 10 x1-1/2 @ 24 O.C. STRAP (MAX 10 x 1-1/2 @ 24 O.C. O MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d F - REFER TO PLAN FOR (20) 16d SINKERS& (14 " NAILS. BEND STRAP NAILS. BEND STRAP O (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE w BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. 1 U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN = (� INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN F- HEADER - SEE 2ND � 26" DEEP FACE OF JAMB STUDS/ ! HEADER -SEE 2ND FACE OF JAMB STUDS/ FLOOR PLAN FOR MIN. PRE -ENG. FLOOR 0 (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER O W SYSTEM - IF NO FLOOR (� HEADER SIZE & REQ'D LINTEL COURSE OR HEADER SIZE & REQ D SYSTEM INSTALL. � EXTERIOR SHEATHING JAMB STUDS U KNEEWALL &PROVIDE INTO FILLED CELL USE " (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS Z 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING SOLID BLOCKING U.N.O. FLOOR TRUSS PER STUDS ABOVE PLATE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL ' FRAMING PLAN FOR PER PLAN FROM TOP OF WALL litp UNDER COLUMN ABOVE PLAN U.N.O. CONNECTION INFO.. IF HEADER IS UPSET TO BOT. RIBBON, NAIL = PROVIDE SOLID (2) 2X SILL AT WINDOW AND WINDOW IS PER PLAN p=p BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR A HEADER IS UPSET FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL Q OR LVL GIRDER COL. EVEN WITHIN MORE INFO AT EA. END NAILED TO PLATE w/ 2) 10d AND WINDOW IS ER FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL 0O � NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ 2 1od T i 2 1od HEADER OPENINGS °��, T ILL PLATE w y SO @ O s O RI 7� �� � e LLj BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x �a ......®®�,�C 3/4"=1'-0" 3/4"=1'-0" SILL PLATE w/ (2) 10d "e. ,. a- ti OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) tt� •, s - N WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS.. O ENING (2) 2x SILL AT WINDOW 4 =rs CL `t REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THA T: (2) N C) o w o w/ 2x CRIPPLE STUDS Z Z BUILT-UP COLUMN " 2x SILL PLATE w/ SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16 O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ "'� 0 �; U @ O STUD PACK w/ 10d CRIPPLES @ 16" O.C. r � ' ;: � " -j BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6 T&B (PLYWOOD NAILS @ 8" O.C. THEN i,, y --� Q PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS ® ZA SEE FLOOR FRAMING STUDS @ 16" O.C. T&B (PLYWOOD ••moi *99000 �®� Q o COLUMNS 7 10d NAILS & 4 1/4" T&B w � PLAN FOR FLOOR O O ) ATTACH SILL w/ (2) 10d SHEATHING REQ'D ' ® —� O MID -HEIGHT BLOCKING x 2 1/4" TITENS; IF TOE NAILS AT EA. END �� SYSTEM INFO. SEPARATE SHEATHING -r 11111111 PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G T&B) Q 1. w SCHEDULE , ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 _ .. 2 SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 ' CLIP AT EA. END FOR �`" 1/2 DIA. THREADED ( ) ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS W r s COL; SEE BRG WALL/ FLOOR w/ (14) 10d i CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' 0 2 -STORY WALL NAILS (2) SIMPSON LSTA18 STRAPS CENTERED @ (IF TITENS ARE NOT IN SECTION FOR MORE / ' �+ (2) SIMPSON META16 INFO. FLOOR W/ (14) 10d LINTEL COURSE OR �; SIMPSON LSTA30 w/ O MASONRY WALLFLOOR TRUSS ° 1N4 O FILLED 3/4 T TENS USE RIBBONS, CONT. 11 10d TO STUDS U `'' NAILS ( )� N REFER TO ABOVE PLATE U.N.O.: � o FOUNDATION PLAN (3) 2x STUD PACK Q FOR FTG. � Z EXT. SHEATHING ATTACH PER NAILING z INFORMATION FLUSH W/ FACE OF SCHEDULEC} o ,• 0 MASONRY ATTACHED SEE FRAMING PLAN W ATTACH 2x STUDS W/ NOTE: ALL FLOOR FOR FLOORCL PER NAILING TRUSSES TO BE P.T. IF CONNECTION Q f� SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEEN NO MOISTUREy *¢� SHEATHING AND STANDARD CORNER A -A BARRIER (FELT PAPER FOR FLOOR ", M , OR SIM) IS PROVIDED CONNECTION O MASONRY LL NOTE: IF WOOD WALL OR"BEAIVC BELOW USE PROVIDE BLOCKING FLOOR GRIDER OR Z;+r� SIMPSON MSTC40 W/ (36)16d SINKERS. IF FLOOR BELOW JAMBS BEAM MASONRY WALL PER O O — FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN MASONRY WALL SEE _ STOPPING AT 1000 SQ SINKERS AND (14) Y4'X2 Y4' TITENS TO MASONRY PLAN FOR MORE INFO > FT MAX: DRAFT .STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fiso HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd. FLOOR HIGH BM °- Uj BE 1/2" GYP BOARD OR 3/4"=V-0.. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN U TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING 16 O.C. TOP AND ATTACHED PER ATTACH PER NAILING � � Z BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN v� J t 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING D g 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR' ` GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM w @ 48 O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SPACING AND GRADE �tS S AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO O TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. Z CD e TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES 24 O;C. TO VERIFY SIZE PLAN O � Z 2x4 #2 SYP ANGLE 2x BLOCKING FOR AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL PLANING WALL PER U 0 J (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. 2x BOTTOM PLATE W/ Q VERTICAL @ 48" O.C. ATTACHMENT w/ (2)12d (2) 12d @ 12" O.C. O � W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON MIN DOUBLE BOTTOM w Z END PRE -ENG FLOOR 2x4 TO TRUSS w/ (4) 2 O 2x SYP #2 RIBBON (MIN PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM 2 H5 EA. FLOOR I_ FRAME 2x4 KNEE 16d NAILS; BOTTOM RIBBON TO BE PT IF TRUSS TO DOUBLE O Q ��1— WALL, STUDS @ 16" RIBBON TO BE PT IF H BRIG DIRECTLY ON BOTTOM PLATE, SLIT S W 71 SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON CMU FLOOR DECKING TO LU O — CONCSEE TRUSS LAYOUT . SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU _ (� SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ ACCOMMODATE Z "� 2 PLAN FOR MORE INFO SCHEDULE FOR FOR HANGER Q i•- N STRAP - 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL f� (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. 0 W IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE f.�: SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR Q _ °. SHEATHING TO I.. MASONRY OR MTS12 BLOCKING w/ (4) 16d Z PLAN BOTTOM PLATE PLAN 1/8" GAP' BETWEEN AT WOOD OR (3) 16d TOENAILS — NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR' SHEATHING & CMU - w DETAILS FOR FTG INFO TRUSSES TO BE P.T, IIF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF U) NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE SEE CONNECTION WF�LL PER PLAN BARRIER (FELT PAPER O d BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER � OR SIM) IS PROVIDED KNEEWALL JOR SIM) IS PROVIDED TRUSS PER PLAN SCHEDULE OR SIM) IS PROVIDED Z TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION r LI FLOOR TRUSS TO GIRDER CONNECTION o 0 r J 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z a w n. U) SLOPE / HANDRAIL BY OTHERS — SEE ARCH DWGS FOR TOPPING INFO (� 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" 3/4"=1'-0" 3/4"=1'-0" p Z_ _ Q M z Z w 0 0 J I¢— cn W L O o I- O - UJ Im Z O = Z w W Z W Qa= o CL SPACED VERTICALLY) SEE PLAN TALL) (60/15/5 MIN. U @ 24" O.C. AND @ EA. a STRUCTURAL ENG: CFG / BED END VERTICAL (MIN. 2" LOADING) W/ LUS26 OR FROM T&B) �' LUS46 TO LEDGER F- DRAFTING: CONTRACTOR TO SEE WS11/SD5 FOR J-STRUCT. BM Q ' ,alb PROVIDE ADEQUATE SIM. END CONDITION z QC CHECK: CC WATERPROOFING. NO w •I. CONCRTE SLAB LINTEL PER PLAN PERMITTED it 17 yc JOB No. TM - 2150804 SCALE: AS INDICATED I, SEE WS10/SD5 FOR ADDITIONAL INFO S'4NFc3RO DATE: 07/16/15 2 N (BF�01 TYPICAL BALCONY FRAMING NOT USED 3/4"=1'-0" SD5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" � 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER 1/2"=V-011 '-0" PLAN R PLAN 1 -1/2"=l' -O" F — IMPSON H2.5 EA. RUSS - MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER PLAN PLAN fiFO WALL SPLICE DETAILS 112"=l' -O" EXTERIOR SHEATH( FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIN SCHEDULE II 2x BRG WALL W/ 2x BRG WALL W/ BETWEEN STUDS W/ SHEATHING PER PLAN SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & MIN. SPF #2 I SCHEDULE SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) O.C. PLATE w/ 1/2" EPDXY OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE 16" O.C. MAX. & 3" J -BOLT W/ MIN. 7" USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDI FROM EA.END EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALT O.C. ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d TRUSS SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4" (DRAWINGS— TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF EXT. FINISH PER 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER EACH STUD (AT EACH 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN et 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL P 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACHED PER (2) 2x4 #2 SYP PLAN (5) 16d NAILS BRACE N Z NAILING SCHEDULE 2x4 #2 SYP - BLOCKING w/ SIMPSON z� TO BOTTOM OF SILL BL OCKING w/ SIMPSON BL HUC24-2 EACH END, PLATE ATTACH PER _ HUC24-2 EACH END, USE (4) 10d & (2) 101 0 FLOOR HEADER CONTACT EOR TO USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN ATTACH PER NAILING NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY SCHEDULE II WINDOW JAMBS USE PRE-ENGINEERED ° (2) 2x6 w/ HUC26-2 LOW ROOF TRUSS SEE SEE ARCHS FOR 1 LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND INTERIOR FINISH LEDGER W/ (2) Y4"x3-1/2" I TRUSS PLAN FOR PLAN CONNECTIONS (IF SDS WOOD SCREWS @ LUS26-2 FOR 2PLY CONNECTIONS TRUSS IS CONT. BRG TRUSS MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" � 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER 1/2"=V-011 '-0" PLAN R PLAN 1 -1/2"=l' -O" F — IMPSON H2.5 EA. RUSS - MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER PLAN PLAN fiFO WALL SPLICE DETAILS 112"=l' -O" EXTERIOR SHEATH( FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIN SCHEDULE II 2x4 BLOCKING PRE-ENGINEERED BETWEEN STUDS W/ SHEATHING PER PLAN TRUSS PER PLAN I. 2x6 #2 SYP CONT. SCHEDULE W W LEDGER W/ (2) Y4"x3-1/2" SHEATHING TO a PLATE w/ 1/2" EPDXY SDS WOOD SCREWS @ ANCHOR BOLT OR 16" O.C. MAX. & 3" J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL - FROM EA. END - USE PLATE W/ 1/2" EPDXY FROM EA.END (3) SCREWS FOR 24" SIMPSON LUS26. USE RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY t7 RUSS. VERIFY W/ I TRUSS RUSS SHOP PLATE 1 1/4" (MIN.) SD6 (DRAWINGS— 6" O.C. 2x8 SYP #2 LEDGER W/ W1(5) 10d NAILS INTO TOP PLATE AND (5) 10d EXT. FINISH PER MIN. (4) 16d NAILS TO ARCHS 1 EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER s6° NAILs T USE (4) et NAILS INTO HEADER D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 1 EXTERIOR SHEATHING (5) 16d NAILS BRACE N Z FROM TOP OF WALL ARE EXTERIOR, PROVIDE EXT. z� TO BOTTOM OF SILL 1 PLATE ATTACH PER _ OSEE NAILING SCHEDULE 0 FLOOR HEADER CONTACT EOR TO ROOF SHEATHING 1 ATTACH PER NAILING �.SIMPSON H2.5 EA. TRUSS I` SCHEDULE II O PRE-ENGINEERED ° TRUSS PER PLAN y 1 2x6 #2 SYP CONT. BOTTOM OF FLOOR SYSTEM IRECESS LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY RUSS. VERIFY W/ 16 O.C. MAX. & 3" TRUSS RUSS SHOP FROM EA. END -USE (3) (DRAWINGS- � SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T'.`U(AT O16d NIS) (� LEDGER @ LOW ROOF EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS O.G. - SEE FRAMING PLAN FOR MORE INFO. 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END 7— EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d Uj ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. SCHEDULE BOTTOM PLATE Q BLOCK ADJACENT 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @ EACH Q SCHEDULE DIAGONAL AS SHOWN. E_ 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT ROOF w 2x4 BLOCKING - - BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE W W 2x8 #2 SYP P.T. SILL SHEATHING TO a PLATE w/ 1/2" EPDXY < ANCHOR BOLT OR U`� J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL - EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR BLOCKS W/ 8d NAILS @ W J -BOLT W/ MIN. 7" U O EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) SD6 1x PT NAILER AS REQ'D 6" O.C. CONT. #5 IN TIE BEAM W1(5) 10d NAILS INTO TOP PLATE AND (5) 10d EXT. FINISH PER O U ARCHS 1 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END 7— EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d Uj ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. SCHEDULE BOTTOM PLATE Q BLOCK ADJACENT 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @ EACH Q SCHEDULE DIAGONAL AS SHOWN. E_ 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT ROOF w -- - - IL -- 'w V , Z Q 0 W W �+ SHEATHING TO a Q = < O U`� tL Z O ULL, Z� - --_. -.. - - --- s0 O BLOCKS W/ 8d NAILS @ W I U O -i J g a*600 a WZ • 0 SD6 _ t 6" O.C. U mb <1•!3 W1(5) 10d NAILS INTO TOP PLATE AND (5) 10d SEE FLOOR PLAN O U W W 1 1 1 et NAILS INTO HEADER 1 I 1 � (5) 16d NAILS BRACE N Z 1 ARE EXTERIOR, PROVIDE EXT. z� 1 OSEE TO BLOCKING Z 0 FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER 1 1 O BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED, CONT: TO (n 1 1 BOTTOM OF FLOOR SYSTEM 1 PROVIDE 2x4 BRACE o TO EACH ADJACENT W FLOOR TRUSS DOES NOT ALIGN DIRECTLY DIAGONAL, FASTEN = (� 2x STUDS SEE PLAN ; UNDER 2ND STORY COLUMNS, PROVIDE Z TO DIAGONAL W/ (2) (n SOLID BLCOKING WITHIN FLOOR SYSTEM STUDS ABOVE ARE 16d NAILS W WW 1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o 1 1 TO ALIGN W/ STUDS 1 IF SHEATHING IS NOT CONNECT TO DOUBLE O CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN U PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP Z BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" (MIN.) WALL BRACING @ 48" -� C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER O.C. MAX. 45° FROM m FLOOR WALL W/ HORIZONTAL (+/- 10°) Q >;0 BRACE NOT REQUIRED 2x BEARING WALL 1/4" X 3-1/2" SIMPSON W WITH ROOF LOAD SD6'FROM EAVES. O S SCREW @ 16" O.C. J U_ SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL U- 12 12 PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE - MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN ---�' FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO 4 : FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION,AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO OR' E TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 3/4"=1'-0" eees�ri��ee� W 't N Ln /71 7r SPF TOP t1J a�.,�r P! J 1 SEE FOUND. PLAN FOR FTG. REQ. 0 IL PLATES U.N.O. 'w V , Z Q 0 W W �+ U O o Q = < O U`� tL Z O ULL, Z� - --_. -.. - - --- s0 O (2) 2x HEADER I U O -i J g a*600 a WZ • 0 SD6 _ t 1 U mb <1•!3 W1(5) 10d NAILS INTO TOP PLATE AND (5) 10d SEE FLOOR PLAN O U W W 1 1 1 NAILS INTO HEADER 1 I 1 � CHART FOR REQUIRED JACKS / 1 ARE EXTERIOR, PROVIDE EXT. z� 1 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO OR' E TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 3/4"=1'-0" eees�ri��ee� W 't N Ln /71 7r SPF TOP t1J a�.,�r P! J w11n I LL;:-= " - d �e' �°'�r' : Q ars ®®°°°°o•® �•® ®°�� —� J LL .3 1111111111111111111100 W J 1 SEE FOUND. PLAN FOR FTG. REQ. 0 IL PLATES U.N.O. 'w V , Z Q 0 W W �+ U O o Q = < O U`� tL Z O ULL, Z� - --_. -.. - - --- s0 O (2) 2x HEADER I U O -i J g a*600 a WZ • 0 SD6 _ t 1 U mb <1•!3 W1(5) 10d NAILS INTO TOP PLATE AND (5) 10d SEE FLOOR PLAN O U W W 1 1 1 NAILS INTO HEADER 1 FOR MORE INFO 1 1 CHART FOR REQUIRED JACKS / 1 ARE EXTERIOR, PROVIDE EXT. z� 1 OSEE 1 1 FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER 1 1 BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED, CONT: TO (n 1 1 BOTTOM OF FLOOR SYSTEM 1 FLOOR TRUSS DOES NOT ALIGN DIRECTLY 2x STUDS SEE PLAN ; UNDER 2ND STORY COLUMNS, PROVIDE Z SOLID BLCOKING WITHIN FLOOR SYSTEM STUDS ABOVE ARE 1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o 1 1 TO ALIGN W/ STUDS 1 BELOW 1 n 1 1 1 1 11 1 1 1 1 1 _ B M 1 1 1 1 1 1 Z W 1 1 �- � 1 1 1 1 _ W W 1 J 2x SPF BASE 1 1 PLATE 0 1 1 1 PRE-ENGINEERED 1 E D 1 1 FLOOR SYSTEM 1 Uj KNEEWALL OR BEAM Z z = Z (2) 2x SPF TOP V 1 PLATES U.N.O. 1 w WZ 1 1 1 1 1 aa= 1 1 1 (2) 2x HEADER 1 1 SEE FLOOR PLAN 1 W ryI-- 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW U STRUCTURAL ENG CFG / BED 1 1 1 H DRAFTING: a SEE BEARING SCHED. 1 FOR A.B. INFO' 1 1 1 1 A 1 1 1 w11n I LL;:-= " - d �e' �°'�r' : Q ars ®®°°°°o•® �•® ®°�� —� J LL .3 1111111111111111111100 W J 1 SEE FOUND. PLAN FOR FTG. REQ. 0 IL I -- U F- 'w V , Z Q 0 W W �+ U O o Q = < O U`� tL Z O ULL, Z� - --_. -.. - - --- s0 O ll I U O -i J g a*600 a WZ W 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 I -- U F- 'w V , Z 0 W �VIW/,y� 0 C53;8 U < 0 � •- z tL Z O W 1 z - --_. -.. - - --- Q 0 ll O U O -i J g a*600 F— WZ • 0 SD6 _ t 0 U mb <1•!3 W1(5) 10d NAILS INTO TOP PLATE AND (5) 10d Q 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 W Z Z 1� W �VIW/,y� 0 - - - JOB No. TM- 2150804 z ~ vJ SANFORD-- - --_. -.. - - --- O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER Q F— N .251 4 SD6 MORE INFO MAX 5" FROM KING STUD W1(5) 10d NAILS INTO TOP PLATE AND (5) 10d O U W W NAILS INTO HEADER IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. z� OSEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER O BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED, CONT: TO (n BOTTOM OF FLOOR SYSTEM a FLOOR TRUSS DOES NOT ALIGN DIRECTLY OIF UNDER 2ND STORY COLUMNS, PROVIDE Z SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o 0 n 11 to _ Q M °z Z W 0 �- � J _ W W I=- 1 0 O�W-0 z CO IX Uj - UJI Z z = Z V w WZ o aa= U) W ryI-- U STRUCTURAL ENG CFG / BED H DRAFTING: a Q -STRUCT: BM Z QC CHECK. CC W �VIW/,y� 0 - - - JOB No. TM- 2150804 W SCALE: AS INDICATED SANFORD-- - --_. -.. - - --- CD DATE: 07/16/15 OSA r � A RW, H .251 4 SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Q J Q MIN. (3) 2x SYP #2 PARTY WALL OR CONTRACTOR TO Z STUDS REQ'D @ END STANDARD (3) 2X12 MAKE PANELS WIDTH ELEVATOR WALL SEE CONSTRUCT PANELS W OF LANDING W/ MIN. (6) STRINGERS W/ OF ELEVATOR DOOR PLAN TO SLIDE INTO THE ❑ ELEVATOR SHAFT U) 16d NAILS FROM SIMPSON A34 CLIP TO THRU DOOR OPENING LEDGER TO STUD FLOOR SYSTEM 6" MIN. W, PACK MIN. 7/16" SHEATHING 1 3 2 WIDTHS MAY VARY. ' W/ 8d RING SHANK PANELS 1 AND 2 TO BE et MIN 8" BEARING FOR NAILS @ 6" O.C. ON INSTALLED AND o LINE UP 2xJOIST IN CENTER PANEL. ALL EDGE AND 12" O.C. IN SHIFTED OUT TO z LINE WITH MIDDLE OTHER PANELS TO FIELD ALLOW FOR PANEL 3 p STANDARD (3) 2 12 2x12 STRINGER TO BE BEAR ON LEDGERS (WHICH IS LONGER) TO F_ STRINGERS W/ UTILIZED AS BLOCKING ATTACH PLATFORM TO BE INSTALLED LAST ❑ SIMPSON A35 / A34 _ o LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING = U CLIP TO FLOOR SDS SCREWS @ 12" EVERYTHING I- 05 SYSTEM & LANDING 2xJOISTS @ LANDING _-__O.C. ON ANGLE TYP. TOGETHER. W W FRAMING O @ 16"O.C. W/ SIMPSON MID SPAN BLOCKING z A35 OR LUS26 HANGER FLOOR SYS M O ni z ON EACH SIDE Ca M 10"MIN. W/ (2) 12d TOENAILS z 2X6 #2 SPF CONT. 0 jr o p LEDGER W/ (2) 1/4" X J 3-1/2" SDS SCREWS @ 2X6 #2 SPF RIM BOARD m RIMBOARD 16" O.C. MAX INTO W/ (3) 16d NAILS INTO Q ' STUDS OR FLOOR❑ o JOISTS W 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH o X 12" O.C. W/ (3) 16d END END UNDER O / r r STAIR WINDER DETAIL NAILS FROM RIM JOIST PLATFORM ° 4-0' MAX 2xJOIST P.T. IF ATTACHING TO TO JOISTS W/ 2X6 MID (2) 2x BEAM PER SCHEDULE ( w rr REQ'D @ END OF LANDING WIDTH OF LANDING ) nnAx s -o w 2X6 #2 SPF 12 O C. 4 • ••••®• ®• /fj MASONRY WALL CONT LEDGER SPAN BLOCKING @ � � �.• .® �� ,, w � FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. ,�� ••• `•. �;� D' CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3'1/2" SEE PLAN FOR `s'+ BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR ADDITIONAL BEARING ,- r1l Q• Xi W o .. . WALL INFORMATION a a .j Z Z UP COLUMNS BELOW MASONRY WALL) Max s�-o° +�'• (ST04 ELEVATOR TEMP. FLOOR A—A PLAN VIEW @ 90 DEGREE TURN LANDING "_ r-0 rr MIN 7/16 FLOOR PLATFORM DETAIL •.f CIO Goo Q `�® � J SCALE: 3/4 SEE SCHEDULE FOR MAX WIDTH OF LANDING - 1 SHEATHING •o�•• �` `` Q O '®®�1�� PiIV`,�oia J O MIN. (3) 2x SYP #2 2xJOIST LEDGER (P.T. PLYWOOD SHEATHING 2x4 CONT. TOP PLATE J � STUDS REQ'D @ END IF ATTACHING TO OVER LANDING 3Y2' ATTACH TOP PLATE TO Q OF LANDING W/ MIN. 6 MASONRY WALL ATTACHED PER 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE 3' 2x4'CONT. TOP PLATE I= - O ) SEE ARCH PLAN NAILS 16d NAILS FROM GENERA( FLOOR 24" O.C. MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE LEDGER TO STUD CONSTRUCTION 2x4 #2 SPF STUDS .@ TO STUDS 1N/ (2) 16d Lt 3/4 PLYWOOD OR OSB 16" O.C.NOTES PACK SEE PLAN FOR DEPTH x x 24" O.C. W/ (2) 12dTTOE NAILS w OF LANDING SHEATHING OVER MAX 2x6 VERTICAL @ 6'-0" TOENAILS BOTTOM � O LANDING ATTACHED NOTCH SILL PLATE BEAM @ END OF O.C. MIN. AND @ ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS @+ NOTCH SILL AND PER GENERAL FLOOR OPENING. W/IN 10d NAILS 4" O.C. PLYWOOD FLOORING p / CONSTRUCTION LANDING PER @ 24" O.C. SCHEDULE HANDRAIL KNEEWALL (NOTCHED @ 2x6 STUD TO BE ❑ I 1 '� C" NOTES •` TO ALLOW VERTICAL U j 0 VERTICAL LOCATIONS), ATTACHED TO I -JOIST; 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR Q MID SPAN BLOCKING NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE �,� Zo ATTACH W/ (2) 12d 0 STANDARD (3) 2X12 ��_ TO MATCH JOIST.I / 7 ACCOMMODATE 72x (�- SYP #2 STRINGERS W/ -... DEPTH W/ (3) 10d ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) W o SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL 2 2x BEAM PER SCHEDULEL 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO O MASONRY WALL) CONT LEDGER REQ'D @ END OF LANDING SCHEDULE @ LANDING FOR STRINGERS TO CONNECT @ 16"O.C. W/ STO (3) 1 NAILS ((16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACHH STUD. ((2) FOR x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX.X. MASONRY WALL) A—A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING SIMPSON A35 ' CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B—B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS HEIGHT OF STAIRS BEAM @ 3" O.C. TOP AND A35 @ EA. STRINGER AT LANDING BOTTOM CHORD TO LANDING OF LANDING -JOIST PER (3) 2x12 2x8 FRAMING PLAN 12'4" (2) 2x12 W/ SQUASH SEE AR S. FOR MAX. (1) 2x12 (1) 2x8 BLOCK OR RISE F STEPS AND BEAM/FLOOR �' MI . TREAD DEPTH. 2x8 TRUSS PER PLAN 11'-0" (2) 2x12 2x6 6-0" PENDING LANDING 2x6 4'-0" HEIGHT AND PLAN 2x12 STRINGERS ONE (3) 2x12 LAYOUT. HEADER WITHIN ON EACH SIDE AND 10'-011 SUPPORT WALL COULD ONE @ MID -SPAN 6'-0" BE REQUIRED. SEE PLAN 2x6 4'-0 " FOR REQUIRED HEADER (3) 2x12 AND TO A34 @ EA. STRINGER (2) 2x12 INFORMATION. LANDING Aln (1) 2x12 (1) 2x8 2x ATTACHED TO 5'-0" STRINGER (3) 2x12 2x 2x JOIST (P.T. IF 9'-0" (2) 2X BEAM PER ATTACHING TO 71-0r1 SCHEDULE @ END OF MASONRY WALL) CONT 2x12 STRINGERS ONE LANDING FOR STRINGERS LEDGER w/ (3) 16d ON EACH SIDE AND TO CONNECT BEAM NAILS @ 16" O.C. MAX. ONE @ MID -SPAN TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" 7r-0" BUILT UP COLUMN x 3 1/2" TITENS @ 16" A35 CONNECTION BELOW. O.C. MAX. FOR MASONRY WALL) 6'4" MIN. (3) 2x4 SPF #2 2x8 8'_0" COLUMN WOOD OR MASONRY 5'-0" BASE PLATE WALL SEE PLAN FOR (2) 2x12 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" 12'4" (2) 2x12 2x6 6'-011 (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'-011 (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0 " (3) 2x12 2x12 91.01, (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 71-0r1 8'-0" (1) 2x12 (1) 2x8 2x6 51.011 (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7r-0" 7.0 (1) 2x12 (1) 2x8 2x6 5'-0" 6'4" (2) 2x12 2x8 8'_0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 (1) 2x12 (1) 2x8 2x6 6-01- 2x JOIST PER NOTE: 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX,, RISER HEIGHT OF7-3/4" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT Q HEIGHT OF LANDING 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR (S' T01 GENERAL LANDING LX PER FLOOR PLAN STRINGER ATTACHMENTS, SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STAIR FRAMING INFO SCALE: 3/4" = V-0 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, dur 2x6 VERTICAL AND TO I -JOIST W/ (3)%4" x 3" L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) _ O SECTION X -X @ANY OPENING EQUALLY 16d TOE NAIL EA. 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + CONT. BRACE & 10d O �. " 4/s I -JOIST TO OUTSIDE +8 + NAILS @ 4" O.C. TO z� ATTACH TOP PLATE TO 3 5 » , STUDS 2/ (2) 16d TOE FACE OF JOIST NAILS + + FLOOR SHEATHING p F? b Q 2x4 #2 SPF STUDS @ DOUBLE (JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO 1 -JOIST j m 24" O.C. W/ (2) 12d N.T.S.W/ (2) Ya''x3" SDS 0 TOENAILS BOTTOM 3z" 7SCREWS EQUALLY a SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE SPACED & CENTERED u FLOORING FOR STRAP ATTACH TOP PLATE TO L SEE ARCH PLAN IN I -JOIST j STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8" WIDE WEB U 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48" O.C. Of z W/ (2) 1 O NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) CO V O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 1 Od NAILS @ ❑ (n TOENAILS BOTTOM 1 O NAILS @ 4" O.C. "ck: 3 O.C. NOTE: Q W a, r - (NOTCHED @ 2x6 � 0 N N (2) SIMPSON LSTA24 NOTCH SILL AND VERTICAL LOCATIONS). STIFFNER TO BE W Q � W z ±0 M o� FLUSH w/OUTSIDE OF O U) STRAP (1 EA. SIDE OF PLYWOOD FLOORING BOTTOM CHORD z <g d 1 c STUD) EVERY 48 O.C. U U' „ TO ALLOW VERTICAL O N V) H N cQ FLOOR BEAM CONDITION TO SLIDE DOWN TO U = Q z g FLOOR BEAM SEE FACE OF I -JOIST PLAN 2x6 VERTICAL AND ...J •Q O `�., ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & _ Q I-"� z0 Q < W E TO I -JOIST W/ (3) Y4" x 3" @ANY OPENING w Q O F SDS WOOD SCREWS�- EQUALLY 2j„ I -JOIST SEE PLAN Lu Z Z SPACED/CENTERED IN U �W^^ 0 O -JOIST TO OUTSIDE Q I— V rST`02 SECTION @ HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR N.T.S. FLOOR BEAM CONN. SCALE: 3/4" w — Q = 1 rr U)- 3/ 2x4 CONT. TOP PLATE Z SEE ARCH PLAN I I 2x4 CONT. TOP PLATE (ATTACH TOP PLATE W MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO TO STUDS W/ (2) 16d U) STUDS W/ (2) 16d TOE 3 1/2`• TOE NAILS n X X NAILS 2 2x4 #2 SPF STUDS @ 2x4 #2 SPF STUDS @ Z 2x4 SILL PLATE W/ (2) 24" O.C. W/ (2) 12d 1 Od NAILS @ 4" O.C. 2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER p TOENAILS BOTTOM LATE TO STUD TO BE Q p (NOTCHED @ 2x6 TOP TOE 32" ATTACHED TO TRUSS 0 VERTICAL LOCATIONS). STUDS W/ NAILS BELOW (OTHERWISE NOTCH SILL AND SEE ARCH PLANATTACH W/ (2) 12d z 11 PLYWOOD FLOORING 3:MAX. 4 -0 ABOVE FLOOR TOENAILS @BOTTOM) TO ALLOW VERTICAL _ Q M TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X x 2x4 SILL PLATE W/ (2) ~ 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR ❑ ZO L -BRACE @ 6-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. z W @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE & 1 O 0W J TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO U) .r_ L SCREWS EQUALLY -NOTCH SILL AND 10d NAILS @ 4" O.C._ FLOOR SHEATHING �_ 1 SPACED/CENTERED IN TRUSS PLYWOOD FLOORING (NOTCHED @ 2x6 3W 0 DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS O 0 lF— 0 N.T.S. TO SLIDE DOWN TO W/ (2) Y4"x3" SDS p 2 V) OC FACE OF TRUSS SCREWS EQUALLY W W W IM Z 2x4 #2 SPF STUDS SPACED & CENTERED U O V "-'-�- @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS 2x6 VERTICAL @ 6'-0" TO TRUSS W/ (3) Y4' x 3" L -BRACE @ 6-0" O.C. & w W }-Z0 g" WIDE WEB ❑ � Q Q 1:O.C. MIN. AND @ ANY SDS WOOD SCREWS @ ANY OPENING OPENING W/IN STIFFENER @ 48" Q.C. SQ 0 F - HANDRAIL EQUALLY (@ EA. BRACE) W/ (2) W W KNEEWALL NOTCH SILL PLATE SPACED/CENTERED IN 0. FOR VERTICAL TRUSS TO OUTSIDE TRUSS SEE PLAN ROWS OF 1 Od NAILS @ 0 FACE OF TRUSS 3" O.C. NOTE: �~j STIFFENER TO BE = STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF I— DRAFTING: 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR BOTTOM CHORD NAILS @ 4" O.C. N.T.S. -� Q-STRUCT: BM V E TI Z QC CHECK CC (ST03 C ON HANDRAIL W/ W _ _ 0 JOB No. TM - 2150804 FLOOR TRUSSES SCALE: 3/4" =1'-0"cn - ---- ----. gU1La,,y 11JSCALE: AS INDICATED SECTION X -X SA/Vr t = DATE: 07/16/15 ORD � a TML�� ST1 0 1 - Y '5 k plication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. RECORD COPY F 32-\ SPR-tr�C 'U