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424 Red Rose Ln 17-1949 (a)THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC IU.H., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. ' GENERAL CONSTRUCTION NOTE5: CHAPTERS AND 5ECTION5 REFER TO F.S.C,R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE LOT 97r•THORNBRIOOKE TO BE CONSIDERED "NOMINAL DIMEN51ON5 OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION, EXTERIOR WALL ENVELOPE: BUILDER 15 RE5PON515LE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT DARLINGTON 2585 ELEVATION A NOT LIMITED TO, THE MANUFAGTURER'5 INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE I5 MAINTAINED. CEILING CONSTRUCTION: • ✓oB NUMBER 27002.141 • 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 GARAGE SIDE. GARAGES BENEATH CAD FILE NAMELOT 97 TB HABITA5LE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS A50VE BY NOT LE55 THAN 5/6 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A ISSUED 03-17-17 01 GARAGE LEFT 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 IN ACCORDANCE WITH REVISED F.B.G.R - 5TH EDITION (2014) 81023.5. CT EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R, - 5TH EDITION (2014) 8103,6.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/5 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FBC.R. - 5TH EDITION (2014) R103b2 AND ASTM C 926,TAYLOR MORRISON PER F.5.C,R, 5TH EDITION (2014) R103b1l WEEP SCREEDS SHALL BE A MINIMUM N0: 26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM U VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES A50VE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) R103,6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL • INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103[o.5 OR IN ACCORDANCE WITH ASTM G 926. *- REDRAW NOTES 03-11-11 CREATED LOT SPECIFIC PLAN POR LOT 9] IN THORNBROOKE 40'e, ELEVATION "A" GARAGE LEFT U1/ PLAN OPTIONS INCLUDING: 9' POCKET SLIDER AT FAMILY ROOM, 8' INTERIOR DOORS AT MAIN FLOOR, VENT HOOD OUTSIDE, R-30 INSULATION, LAUNDRY TUB ROUGH IN, DEN, SHOWER I.L.O. TUB AT BATH 2, UNDER CABINET LIGHTING IN KITCHEN, RAILING AT FIRST AND SECOND FLOOR, (6) CEILING FAN EIRE-WIRE5, (0) RECE55ED CAN LIGHT5, FREEZI:R OUTLET IN GARAGE AND OUTLET IN NON WET AREA. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11.4.1 THRU 1,11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE PLAN REVISIONS- DRAWING INDEX 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 COV — GENERAL NOTES, INDEX, SPECIFICATIONS 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. — FLASHING: 1 1 SLAB INTERFACE P LAN 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORRO51ON-RE6I6TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO /\ 1 — MAIN FLOOR PLAN NOTES THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE /`1 INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. 2A2 - MAIN FLOOR PLAN DIMENSIONS WINDOW INSTALLATION: RECORD COPY REVIEWED FOR ,CODE COMPLIANCE PLANS EXAMINER DATE _x ro w DAVIS BEWS DESIGN GROVP CJ�to 0LO0 FST. 1994 LICENSE TO PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET MANUFACTURER'S INSTALLATION INSTRUCTIONS ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 0 JMIN�, �■ >w Y/ 0c'nCm 1 THE BUILDING OFFICIAL FROM THEREAFTER OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. REQUIRING A CORRECTION OF ERRORS IN PLANS, J N CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAUST FANS AND VENTING: 11 60, U. N h 00 :y'&ah OJCO VENT OR CRAWL SPACE. 3�E �ro COMPACTION TION 'T'ES'T 2. EXHAUST AIR FROM EATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE � * 0 00 Op �+ zN2�. OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. REQUIRED results to 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 Verified • CEILING CONSTRUCTION: • ✓oB NUMBER 27002.141 • 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 GARAGE SIDE. GARAGES BENEATH CAD FILE NAMELOT 97 TB HABITA5LE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS A50VE BY NOT LE55 THAN 5/6 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A ISSUED 03-17-17 01 GARAGE LEFT 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 IN ACCORDANCE WITH REVISED F.B.G.R - 5TH EDITION (2014) 81023.5. CT EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R, - 5TH EDITION (2014) 8103,6.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/5 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FBC.R. - 5TH EDITION (2014) R103b2 AND ASTM C 926,TAYLOR MORRISON PER F.5.C,R, 5TH EDITION (2014) R103b1l WEEP SCREEDS SHALL BE A MINIMUM N0: 26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM U VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES A50VE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) R103,6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL • INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103[o.5 OR IN ACCORDANCE WITH ASTM G 926. *- REDRAW NOTES 03-11-11 CREATED LOT SPECIFIC PLAN POR LOT 9] IN THORNBROOKE 40'e, ELEVATION "A" GARAGE LEFT U1/ PLAN OPTIONS INCLUDING: 9' POCKET SLIDER AT FAMILY ROOM, 8' INTERIOR DOORS AT MAIN FLOOR, VENT HOOD OUTSIDE, R-30 INSULATION, LAUNDRY TUB ROUGH IN, DEN, SHOWER I.L.O. TUB AT BATH 2, UNDER CABINET LIGHTING IN KITCHEN, RAILING AT FIRST AND SECOND FLOOR, (6) CEILING FAN EIRE-WIRE5, (0) RECE55ED CAN LIGHT5, FREEZI:R OUTLET IN GARAGE AND OUTLET IN NON WET AREA. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11.4.1 THRU 1,11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE PLAN REVISIONS- DRAWING INDEX 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 COV — GENERAL NOTES, INDEX, SPECIFICATIONS 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. — FLASHING: 1 1 SLAB INTERFACE P LAN 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORRO51ON-RE6I6TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO /\ 1 — MAIN FLOOR PLAN NOTES THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE /`1 INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. 2A2 - MAIN FLOOR PLAN DIMENSIONS WINDOW INSTALLATION: RECORD COPY REVIEWED FOR ,CODE COMPLIANCE PLANS EXAMINER DATE I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE r MANUFACTURER FOR EACH WINDOW. 00 2B1 - UPPER FLOOR PLAN NOTES DWELLING / GARAGE OPENINGS: a z 2 B 2 - UPPER FLOOR PLAN DIMENSIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (S.CJ OR HONEYCOMB CORE 5TEEL DOORS ` NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE.UL - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS FLOOD ZONE REQUIREMENTS: ®®�®atal ao'oa PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 3A1 - FRONT ELEVATION■�F.•••® , - ASPHALT SHINGLES (IF APPLICABLE) ,`SII' ®•• •� ' 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE IWTALL ED IN ACCORDANGE WITH SECTION RW5.2.6 AND RW0 2.6.L °? o 3A2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION a 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTIGA IN ',.,:UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS � � � p- • HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR UjLU' ®I- p 3A3— FLASHING DETAILS TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL 1N 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF % z • UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1, 1®'mss �tS' ®• ®®.®®�® 3A4 — FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE); ®�eslo!Ioa�® 4A — MAIN FLOOR ELECTRICAL PLAN THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABP 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE II; OR A5TM 4B - UPPER FLOOR ELECTRICAL PLAN D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE V46p 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15104" AWAY OR CLOSER. \/ TUB AND SHOWER AREAS: / ~� I. CEMENT, FI5ER-CEMENT, OR GLA55 MAT GYPSUM 50ARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 5208, CI325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TU5 AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL06E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TER'11TE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RI5ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. CUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 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, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE .A iNQQD QUI DIN DIVISION 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0.48 mm) SHEET STEEL DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER FST. 1994 I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE r MANUFACTURER FOR EACH WINDOW. 00 2B1 - UPPER FLOOR PLAN NOTES DWELLING / GARAGE OPENINGS: a z 2 B 2 - UPPER FLOOR PLAN DIMENSIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (S.CJ OR HONEYCOMB CORE 5TEEL DOORS ` NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE.UL - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS FLOOD ZONE REQUIREMENTS: ®®�®atal ao'oa PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 3A1 - FRONT ELEVATION■�F.•••® , - ASPHALT SHINGLES (IF APPLICABLE) ,`SII' ®•• •� ' 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE IWTALL ED IN ACCORDANGE WITH SECTION RW5.2.6 AND RW0 2.6.L °? o 3A2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION a 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTIGA IN ',.,:UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS � � � p- • HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR UjLU' ®I- p 3A3— FLASHING DETAILS TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL 1N 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF % z • UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1, 1®'mss �tS' ®• ®®.®®�® 3A4 — FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE); ®�eslo!Ioa�® 4A — MAIN FLOOR ELECTRICAL PLAN THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABP 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE II; OR A5TM 4B - UPPER FLOOR ELECTRICAL PLAN D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE V46p 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15104" AWAY OR CLOSER. \/ TUB AND SHOWER AREAS: / ~� I. CEMENT, FI5ER-CEMENT, OR GLA55 MAT GYPSUM 50ARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 5208, CI325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TU5 AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL06E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TER'11TE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RI5ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. CUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 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, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE .A iNQQD QUI DIN DIVISION 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0.48 mm) SHEET STEEL A PERMIT ISSUED SHALL BE CONSTRUED TO BE A OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, LICENSE TO PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET MANUFACTURER'S INSTALLATION INSTRUCTIONS ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL �■ >w 5. AUXILIARY DRAIN PAN: CATEGORY IV CONDENSING APPLIANCES SHALL EE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT R RESULT 1 THE BUILDING OFFICIAL FROM THEREAFTER OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. REQUIRING A CORRECTION OF ERRORS IN PLANS, 0 CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAUST FANS AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. COMPACTION TION 'T'ES'T 2. EXHAUST AIR FROM EATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE • OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. REQUIRED results to 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 Verified • OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) SEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST cud �41r�b Inspection DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 2585 THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE E005TEIR FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE • THE EXHAl15T DUCT ENTERS THE WALL THE LASEL SHALL FEAR THE 1110 S "THI5 N 11 RD DRYER EX RUST SYSTEM 15 EQUIPPED WITH A REMOTELY iDCATED BOOSTER FAN. 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 5501N FEC. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5151LITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVI5ION5 OR GHANGE5, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL SE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE RESPONSIBLE, REV. 09-29-2016 El 15'-011 52'-4" AIR HANDLER LINES FROM UPPER FLOOR 3' 0" 3/4" CONDENSATION EL,� 1 `DRAIN PY PLUM6ER uR -r'.-. � OI -4,11 \ / o _ � d - Lu LU PITCH 1/8 / FT. f•1 13'-811 61-411 65'-411 H.O.+ 31-011 o x ro w 8" G.M.U. WALL ABV. 150 STATE STREET FAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER GM_U. WALL ABV, LLL ti CID` 100 � co Ute.. N 1 _ ®`®®t111111111 ,o" T >�JN _ 4" P.Y.C, - LAV )— - 51 611 �irz� /2'-011 — — — — —811 1 1- OPT. I I OPT. I — PED, W W=0 0 W 6. M 0 0j �0 •. Z' E L. Y °®O 00 °• 4j(D 6 Z N L I 3/4" CONDENSATION _ TILE - n. II' lUASNE� LpRYER J U LAV 19'-011 DRAIN BY PLUMBER eO SEAT SHOWE 8" 5'.1" 2'-811 13'-811 31.611 51.411 13'-8" A/C _ = ABV. RECE55J PAD (SEE MECH,I a, e CONTRACTOR 20'-ll"Ilk21-1" 1'-811 31-10" �� n, FOR LOC.) i� PAVERS 3/4" CONDENSATION �' -rel I n, I� 411 PVG DRAIN BY PLUMBER FOR ENTRY DR cO 28'-8" II 9'-211 14'-411=ZZ 31 811 I� - - - i Fi 811 AIR HANDLER LINES FROM UPPER FLOOR NOTE.— ALL SLAB ANGLES 21 111 �� i i a a ARE AT 45° (UN.o.) LT. ROUGH -IN / \\ o _ Ly REFERENCE i y z ELEVATION W K. Lu w PROVIDE WATER [LINE \\Ok �O • PITCH i PITCH "' ' o FOR ICE MAKER ��' GJ TO DRAIN i C'J' I/8" / FT. a �� -------- --------------- ------------------- ------ _ A-. 31-611 I AA fv N I K — 76 SLAB i 3A2 m W U j Iln i DDi OF REF. -011 1 3I-91 20 I-0" all „ G.C. VERIFY ACRYLIC L J 50 GAL. v 811 811 I I — ON LANAI W.N. d 61-411 65'-411 H.O.+ 31-011 PAVER DRIVE / LEAD WALK o x ro w m 0 p z 150 STATE STREET FAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER -® EST. 1994 F_� LLL ti CID` 100 � co Ute.. N 1 ®`®®t111111111 ,o" T >�JN Lo 6isE • 00 �? 5.0 W W=0 0 W 6. M 0 0j �0 •. Z' E L. Y °®O 00 °• 4j(D 6 Z N L I PAVER DRIVE / LEAD WALK o DAVIS BEWS DESIGN GROVP m 0 p z 150 STATE STREET FAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER -® EST. 1994 F_� PAVER DRIVE / LEAD WALK o m 0 p z LLL ti CID` Ute.. ®`®®t111111111 ®®s ®i JZ W W=0 0 W LL ° �A •. Z' °®O 00 °• TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO ' PREVENT SUBTERRANEAN TERMITES 0 G.G. VERIFY THAT DEGO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE >m 0 SLAB INTERFACE PLAN GADAGE HB. .J •PJ A.J'V M/V PAD (SEE MECH. CONTRACTOR FOR LOG.) T.O M. T,O.M 9'-4" 91_4" A.F.F. G.C, VERIFY Q I ACRYLIC �r ON LANAI 1 LANAI 1 9'-8"x14'-4" 9'-4" PLT. HT. `-BOTT. OF LINTEL T.O.M. AT 8'-0" A.F.F. 9 4 I T.O.M. T,O,M. 9'-4" A.F.F. A.F.F. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014), HANSEN BOX TYPICAL MASONRY x ro w F --fl DAVIS BEWS WINDOW SCHEDULE Lo r 0 JO0O BELOW PRECAST WINDOW WIDTHS Lo _IM%O OLDSMAR, FLORIDA 34677 813.925.1300 TEL 2011 LINTEL 37" DRYER LL , WINDOW CALL DIRE EXTENT T.O.M. AIR HANDLER `ro0' 9' 4" TEMP. GL. ENCL. LINES FROM 13 5N. 26 5H. 22 5H ON 42" H. LOW WALL UPPER FLOOR HD, AT V-01' HD. AT 84" 5 SN, u 20 H. TILE F Lay. O SEAT o — — I OPT. II CPT— I AV 13 5H 1/2 33 5H 23 5H 33 5H LWA514ER LDRYER J J 1-6x8 m BFD TILE TEMP. GL. ENCL. ? 24" GL. SHOWER ON 4211 H. LOW PWDR DEN � M. BATH 1/2 34 5H WALL 9 4 „ „ 11 -4 x10 -6 GPT, TILE 9'-4" FLAT CLG. g,-4ii 0 0 GLG. 9'-4" FLAT CLG. O CLG. z MASTER SUITE 68-0 Mc. 15 5H 1/2 35 5H m 35 5H 16'-0"x14'-4" 6 UTIL 9 4 GLG m�� 1 9'-4" FLAT CLG. in 9' 4" CLG. +8 a AIR HANDLER I FLAT HDR. AT 4 4 3: LINES FROM UPPER FLOOR °� ��` FOYER 9'-4 CLG. a 5EE SECTION — — — — 2x6 WALL„ WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER 2x8 o° 2x8 L FLAT CLG, F I— 9'-4” SLOPING I I 2 5 OR 9'4" ARCH FROM 5 5H, T.O M. T,O.M 9'-4" 91_4" A.F.F. G.C, VERIFY Q I ACRYLIC �r ON LANAI 1 LANAI 1 9'-8"x14'-4" 9'-4" PLT. HT. `-BOTT. OF LINTEL T.O.M. AT 8'-0" A.F.F. 9 4 I T.O.M. T,O,M. 9'-4" A.F.F. A.F.F. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014), w Lu 0 Q e m FLAT HEADER AT 8'-0" A.FR T,O.M. T.O.M. 9'-4" A.F.F. FLUSH FRAME PAVERS TO FURRING I ENTRY I w a� 9'-4" PLT. HT. I Luib INSULATE WALLS 9 1 CLG. CLG. 1 I VO UME CLG. V-0` TO 8'-8" BARREL ARCH `--LINE OF SECOND FLU5H FRAME FROM V-011 �/ FLOOR ABV. TO FURRING - L — — - — J 1 UP \ TO V-8" / / LT. ROUGH -IN STAIR DATA: \ \ IS RISERS AT \ o OPENING I 1.38" EACH ARCH FROM \ \ LINE OF SECOND TO UNDER 42 H. FLOOR ABV. I RAILING 10,00" TREADS CPT. TILE 8 (D TO 8 8 \ c{o 0s STAIRS FAMILY ROOM 19'-6"x14'-0" 2 -STORY VOLUME T.O.M. g.4 I 2 STORY CLG. I GLG. I ARCH FROM I DINING 8' (D" TO 8' 8" I ' x1 9-4" I A 9'-4" FLATAT CLG LINE OF SECOND I 2C FLOOR ABV. 2 - 26 5H. HD, AT 8'-0" \ Fp' INSULATE �_ — --I ABOVE I1 / GARAGE \ 'uI 1 / I 20'-o"x2o'-O" 9'-4" PLT. HT \/ a KITCHEN I /\ 9'-4" FLAT CLG. INSULATE o I " / WALLS w � 42 UPPERS O o 1to RANGE W/ HOOD O.H.C. 00 - VENT HOOD T.O.M, 9' 4' TO EXTERIOR m 50 GAL. W.H. O.H.G. TYPICAL MASONRY x ro w F --fl DAVIS BEWS WINDOW SCHEDULE Lo r 0 JO0O WINDOW WIDTHS Lo _IM%O OLDSMAR, FLORIDA 34677 813.925.1300 TEL 2011 2711 37" 53° LL , WINDOW CALL -OUTS `ro0' 0 26" 12 5H 1/2 32 5H 22 5H 32 5H W � = 39" 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H z 12" 3: 16 5H 1/2 36 5H 26 5H 36 5H C.C. VERIFY M45ONRY OFENING5 FOR ALL WINDOWS, W WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5FECIFICATION5. Z REFER TO FLOOR FLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.C.) w Lu 0 Q e m FLAT HEADER AT 8'-0" A.FR T,O.M. T.O.M. 9'-4" A.F.F. FLUSH FRAME PAVERS TO FURRING I ENTRY I w a� 9'-4" PLT. HT. I Luib INSULATE WALLS 9 1 CLG. CLG. 1 I VO UME CLG. V-0` TO 8'-8" BARREL ARCH `--LINE OF SECOND FLU5H FRAME FROM V-011 �/ FLOOR ABV. TO FURRING - L — — - — J 1 UP \ TO V-8" / / LT. ROUGH -IN STAIR DATA: \ \ IS RISERS AT \ o OPENING I 1.38" EACH ARCH FROM \ \ LINE OF SECOND TO UNDER 42 H. FLOOR ABV. I RAILING 10,00" TREADS CPT. TILE 8 (D TO 8 8 \ c{o 0s STAIRS FAMILY ROOM 19'-6"x14'-0" 2 -STORY VOLUME T.O.M. g.4 I 2 STORY CLG. I GLG. I ARCH FROM I DINING 8' (D" TO 8' 8" I ' x1 9-4" I A 9'-4" FLATAT CLG LINE OF SECOND I 2C FLOOR ABV. 2 - 26 5H. HD, AT 8'-0" \ Fp' INSULATE �_ — --I ABOVE I1 / GARAGE \ 'uI 1 / I 20'-o"x2o'-O" 9'-4" PLT. HT \/ a KITCHEN I /\ 9'-4" FLAT CLG. INSULATE o I " / WALLS w � 42 UPPERS O o 1to RANGE W/ HOOD O.H.C. 00 - VENT HOOD T.O.M, 9' 4' TO EXTERIOR m 50 GAL. W.H. O.H.G. CL PAVER DRIVE /LEAD WALK co ci cc uj oI c U. �) AA w 1 3A2 ®®e®111111111 m wz *Dose Lu � 4 Z a• _ LLI 0: Z = I�, Q q 1 X `w�p®p " GaG' �L------- T.O.M. ®®t t l t t 1111 T.O.M. H.B. AFF.' A.F.F. REFER TO SHEET 2A2 FOR MAIN FLOOR M PLAN DIMENSIONS W G,C. VERIFY V -m" H INTERIOR DOORS AT MAIN FLOOR * * G.C. VERIFY R-38 INSULATION HATCHING LEGEND INSULATE WALL MAIN FLOOR 14(o`1 S.F. UPPER FLOOR 1115 S.F. 2585 TOTAL LIVING 2582 S.F. GAF,AGE 455 S.F. TITLE MAIN FLOOR LANAI 13e 5.F. PLA • AN NOTES ENTRY 71 5,F. TOTAL 5Q. Ft. 3241 S.F. MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT • SHEET • x ro w F --fl DAVIS BEWS Lo r 0 JO0O Lo _IM%O OLDSMAR, FLORIDA 34677 813.925.1300 TEL NMi 2 W W W.DAVISBEWS.COM TAMPA • DENVER _ I em N . " >>J M LL , 0 C `ro0' co L J co O 0C ZNLd CL PAVER DRIVE /LEAD WALK co ci cc uj oI c U. �) AA w 1 3A2 ®®e®111111111 m wz *Dose Lu � 4 Z a• _ LLI 0: Z = I�, Q q 1 X `w�p®p " GaG' �L------- T.O.M. ®®t t l t t 1111 T.O.M. H.B. AFF.' A.F.F. REFER TO SHEET 2A2 FOR MAIN FLOOR M PLAN DIMENSIONS W G,C. VERIFY V -m" H INTERIOR DOORS AT MAIN FLOOR * * G.C. VERIFY R-38 INSULATION HATCHING LEGEND INSULATE WALL MAIN FLOOR 14(o`1 S.F. UPPER FLOOR 1115 S.F. 2585 TOTAL LIVING 2582 S.F. GAF,AGE 455 S.F. TITLE MAIN FLOOR LANAI 13e 5.F. PLA • AN NOTES ENTRY 71 5,F. TOTAL 5Q. Ft. 3241 S.F. MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT • SHEET • F --fl DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 CL PAVER DRIVE /LEAD WALK co ci cc uj oI c U. �) AA w 1 3A2 ®®e®111111111 m wz *Dose Lu � 4 Z a• _ LLI 0: Z = I�, Q q 1 X `w�p®p " GaG' �L------- T.O.M. ®®t t l t t 1111 T.O.M. H.B. AFF.' A.F.F. REFER TO SHEET 2A2 FOR MAIN FLOOR M PLAN DIMENSIONS W G,C. VERIFY V -m" H INTERIOR DOORS AT MAIN FLOOR * * G.C. VERIFY R-38 INSULATION HATCHING LEGEND INSULATE WALL MAIN FLOOR 14(o`1 S.F. UPPER FLOOR 1115 S.F. 2585 TOTAL LIVING 2582 S.F. GAF,AGE 455 S.F. TITLE MAIN FLOOR LANAI 13e 5.F. PLA • AN NOTES ENTRY 71 5,F. TOTAL 5Q. Ft. 3241 S.F. MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT • SHEET • I 151-0111 ,1'-4'1 294" 15'-01, 651-4'1 361-4'1 x ro w r to az to O J�I�F) OUXMAR, FLORIDA 34677 813.92.5.1300 TEL UoNMM W W W.DAVISBEW&COM TAMPA • TDET*. R v v t c jL • LL 00 v rpt, 151-0111 ,1'-4'1 294" 15'-01, 651-4'1 361-4'1 x ro w y DAVIS BEWS r0 J Lo az to O J�I�F) OUXMAR, FLORIDA 34677 813.92.5.1300 TEL UoNMM W W W.DAVISBEW&COM TAMPA • TDET*. R .0! N " ` > a J N t c jL • LL 00 v rpt, 0 WON _L. nintf E LL Y -V ®�IIIIIIL1p0® i J 1-0 y� �cy 0 T ZN�lot 151-0111 ,1'-4'1 294" 15'-01, 651-4'1 361-4'1 ty0ale 00069 0 �Oillllll►► �� 0 REFER TO 9NEET 2AI FOR MAIN FLOOR W PLAN NOTES (A rylo 0 ne 0 0 0*1 FEMME >m 0 -< Fm� 2585, MAIN FLOOR PLAN DIMENSIONS N^ GARAGE LEFT rrrri�r�. • TITLE • MAIN FLOOR PLAN DIMENSIONS 1� 4 y DAVIS BEWS DESIGN GILOVP az 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • TDET*. R EST. 1994 r� ty0ale 00069 0 �Oillllll►► �� 0 REFER TO 9NEET 2AI FOR MAIN FLOOR W PLAN NOTES (A rylo 0 ne 0 0 0*1 FEMME >m 0 -< Fm� 2585, MAIN FLOOR PLAN DIMENSIONS N^ GARAGE LEFT rrrri�r�. • TITLE • MAIN FLOOR PLAN DIMENSIONS 1� 4 az uj ci r LL WON ®�IIIIIIL1p0® .. V ty0ale 00069 0 �Oillllll►► �� 0 REFER TO 9NEET 2AI FOR MAIN FLOOR W PLAN NOTES (A rylo 0 ne 0 0 0*1 FEMME >m 0 -< Fm� 2585, MAIN FLOOR PLAN DIMENSIONS N^ GARAGE LEFT rrrri�r�. • TITLE • MAIN FLOOR PLAN DIMENSIONS * ALL EMERGENCY ESCAPE AND RE5CUE OPENING5 5HALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * • JOB NUMBER 27002.143 • CAD FILE NAMELOT 97 T9 ISSUED 03-17-17 REVISED TEMP. GL, n nncr_ TYPICAL WOOD FRAME X l0 w WINDOW SCHEDULE 150 STATE STREET EAST OL XWW FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER EST. 1994 WINDOW WIDTHS �c 0 20" 24" 36" 48" d L. WINDOW CALL—OUTS Y! N r ® 2a-1 n (D 20" SAIL 1818 F.G. 2018 F.G. 301E F.G. 4018 F.G. Lu `6. 0J CQ. +a 3�E LL .Yw 6) 0 r'ic�o i ca 64 (0 (� i = 24" OJ 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H Z_ 60" s 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 SH 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOW5, uj w WINDOW 51ZE5 AND INSTALLATION MAY VARY PER � MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE HUNG -SH, CASEMENT- C5MT, OR FIXED GLA55- F.G.) • JOB NUMBER 27002.143 • CAD FILE NAMELOT 97 T9 ISSUED 03-17-17 REVISED TEMP. GL, n nncr_ X l0 w az 150 STATE STREET EAST OL XWW FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER EST. 1994 ' to to 0 '0 J'N; c C .-,t d L. r/� *5$) Y! N r ® 2a-1 n �. Ln SAIL . • LU 00 -0 `6. 0J CQ. +a 3�E LL .Yw 6) 0 r'ic�o i ca 64 (0 (� i 00 Z't) • JOB NUMBER 27002.143 • CAD FILE NAMELOT 97 T9 ISSUED 03-17-17 REVISED TEMP. GL, n nncr_ WALL WALL CLEAR OPENING HEI6HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5EGTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 II• • •II 2585 •TITLE • UPPER FLOOR PLAN NOTES FPLAN NOTES UPPER SHEET 5GALE: 1/4 : V-011 GARAGE LEFT 2BI..j je4R_)_ DAVIS BEWS DESIGN GKOVP az 150 STATE STREET EAST OL XWW FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER EST. 1994 WALL WALL CLEAR OPENING HEI6HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5EGTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 II• • •II 2585 •TITLE • UPPER FLOOR PLAN NOTES FPLAN NOTES UPPER SHEET 5GALE: 1/4 : V-011 GARAGE LEFT 2BI..j az W .2 c C .-,t d L. ca ® �v °°®° ®s . • LU CL • +a °°•o•® °® 0 r'ic�o i WALL WALL CLEAR OPENING HEI6HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5EGTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 II• • •II 2585 •TITLE • UPPER FLOOR PLAN NOTES FPLAN NOTES UPPER SHEET 5GALE: 1/4 : V-011 GARAGE LEFT 2BI..j 5d'-d'l �mlau UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT m O C) z C3 C rJ �+ 11.. r ° • �s�: liJ oe e .: di. % e ,v e•em ry ry 0 0 ch F� 0 rrrrrr"ia � V 1 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS x ro w DAVIS BEWS DESIGN GROUP C r0 00 to 0 a EST. 1994 J LO 0 J co 0 o Y/ �� N r - J N Lm OQIL0 00 0 O Y ro OI N = J m 00 *+ zN2lot m O C) z C3 C rJ �+ 11.. r ° • �s�: liJ oe e .: di. % e ,v e•em ry ry 0 0 ch F� 0 rrrrrr"ia � V 1 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEW&COM TAMPA • DENVER- a EST. 1994 m O C) z C3 C rJ �+ 11.. r ° • �s�: liJ oe e .: di. % e ,v e•em ry ry 0 0 ch F� 0 rrrrrr"ia � V 1 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS ALL GUARDRAII-5 AND HANDRAILS TO COMPLY WITH FBG R301 AND TABLE R3015 PER RB.C.R. - 5TH EDITION (2(014). * * * * * * * I FAIR NOTES: RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAIL5 HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINJOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER, HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION * ENCL05ED ACCE551BLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY 5OFFIT PROTECTED ON THE ENCL06ED 51DE W1 112 INCH GYP6UM BOARD PER F5,CR, - 5TH EDITION (2014) 8302.1 36" H. CONTINUOUS 4 RA LI GRASPABLE 3/4" PLYWD 211 DECKING I RAILING .. .. .. .. .. .. .. .. .. .. ...... FLOOR BEAM R SYSTEM/LINE OF b'-V'MIN. 10,001, HEAD CLEARANCE (TYP.) 2x 5TRINGER5 42" P. LOWWALL cn cn N05ING, (Y STORAGE L)KAUr UNDER 2x TREAD5 AND 5TAIR5 Ix R15ER5 (TYP.) rl 'I I J I I 11 TREAD5 AT 10,00" EACH * STAIR SECTION 5GALE: 1/4" - I'-011 A TOPEN TO x w. DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OWSMAk FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX WWWDAVISBEWS.COM TA WA a E:)ENfVF_R_ EST. 1994 ( I -i L' 0 oi0(:)Ioo _j co t' u- '05) .2 6 Zaj c" 6 a LL • 00 :uj cop. z _per E U. > 0 c t W 0 X00 61111180 0 0 (D Z. 2 Xot 0 A TOPEN TO 0 z DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OWSMAk FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX WWWDAVISBEWS.COM TA WA a E:)ENfVF_R_ EST. 1994 ( I A I TOPEN TO 0 z uj u- :uj z am z 0 00 4p, 00000*0 4 0 loi®®�®®® 0 61111180 ��®`®® 0 V) 0%,100 I TYP. ARCHWAY .PLAN DETAILS 5GALE: 1/4" : 1411 GARAGE LEFT 2585 TOPEN TO FAMILY ROOM TYP. ARCHWAY .PLAN DETAILS 5GALE: 1/4" : 1411 GARAGE LEFT 2585 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING wil 3/4" THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RA15ED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5515 TO BE 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 EDITION (2014) R103.6.1 AND A5TM C 1063. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND ASTM 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 45OVE THE FINI5HED GRADE OR SURFACE BELOWi, 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 IS 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 A5TM F 2090 PER F.5.C.R. - 5TH EDITION (2014) 8312.2 12 /SHINGLE 6 ROOF /SHINGLE 12 6 ROOF PLT, HT, 1'-4" W. x 5'-0" H.-\— STUCCO FIXEDDECORATIVE FIXED 5HUTTER5 JEEFINISH 61 — 12 6SHINGLE SECOND F.F. LINE ROOF M all BANDING 15TUCCO FIN15H� G.C. VERIFY ALUMINUM OVER 2x6 SUB -FASCIA (TYPICAL) _PLT. HL 4" BANDING (TYPJ 1'-4" W. x 5'-0" H. DECORATIVE FIXED SHUTTERS 1 9 %w V_ 4" BANDING 00 12 12 (TYPJ co o ❑6 51HINGLE Q6 a z ROOF SECOND F.F. LINE uj ti J T.O.M. V / t�„' U_ Hca 8" BANDING M 01 o A co `®® •� �''' ®� 6.. BANDING 4" BANDING ��®®•��• ®® ®®,��2°� ®� O ®t -3 TEXTURED TEXTURED FINISH o (, O e FINISH °' �, z vtl BANDING ❑❑ � � BANDING ®�® ►Bd1 A�`,�` MAIN F.F. LINE —MAIN FF. LINE — — GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (A55UMED) 0 W FRONT ELEVATION SCALE: 1/4" - I'-0" 0 0 0 2585 ELEVATION "A" GARAGE LEFT X w w DILVIS BEWS DESIGN GROVP LO r0 JO�0 EST. 1994 06; 'A i O 's 0) �I/ N ` > N L 5 0 0 ro� 0 o.. o C O E �Y �c cy i J (0 6. .■ .0000�h z N o 1 9 %w V_ 4" BANDING 00 12 12 (TYPJ co o ❑6 51HINGLE Q6 a z ROOF SECOND F.F. LINE uj ti J T.O.M. V / t�„' U_ Hca 8" BANDING M 01 o A co `®® •� �''' ®� 6.. BANDING 4" BANDING ��®®•��• ®® ®®,��2°� ®� O ®t -3 TEXTURED TEXTURED FINISH o (, O e FINISH °' �, z vtl BANDING ❑❑ � � BANDING ®�® ►Bd1 A�`,�` MAIN F.F. LINE —MAIN FF. LINE — — GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (A55UMED) 0 W FRONT ELEVATION SCALE: 1/4" - I'-0" 0 0 0 2585 ELEVATION "A" GARAGE LEFT DILVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWA& FLORMA 34677 81.3. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA « DENVER EST. 1994 1 9 %w V_ 4" BANDING 00 12 12 (TYPJ co o ❑6 51HINGLE Q6 a z ROOF SECOND F.F. LINE uj ti J T.O.M. V / t�„' U_ Hca 8" BANDING M 01 o A co `®® •� �''' ®� 6.. BANDING 4" BANDING ��®®•��• ®® ®®,��2°� ®� O ®t -3 TEXTURED TEXTURED FINISH o (, O e FINISH °' �, z vtl BANDING ❑❑ � � BANDING ®�® ►Bd1 A�`,�` MAIN F.F. LINE —MAIN FF. LINE — — GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (A55UMED) 0 W FRONT ELEVATION SCALE: 1/4" - I'-0" 0 0 0 2585 ELEVATION "A" GARAGE LEFT LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 TOTAL SOFFIT VENTILATION NEEDED 2 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT 1 1/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING z oW x = L 3/4" THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FIN15HED KEYSTONES (WHERE APPLICABLE) IF THICKNE6515 TO BE DIFFERENT IT WILL BE GALLED OUT AT SPECIFIC KEYNOTE CALL -OUT Lu 6:12 —Q�. 6:12 LLz: 6:12 � 1 I I L I I I -------------------- 6:12 y L Ll I --------i— 6:12 6:12 I I I I I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. i LOWER ROOF 2 GIRDER VENT REQUIREMENTS �e yo _ VENTILATION CALCULATIONS I I ATTIC AREA = 529 SQ. FT. / 300 = 1.76 SQ. FT. X 144 = 254 SQ. IN. e i HALF AT UPPER 2/3 ROOF VENTS = 126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = I Y/ 2 TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT. 813.92.5.1300 TEL (TYPICAL) TYP. VENT CALCULATIONS BASED ON THE FOLLOWING OVERHANG * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT AT HIP43A3 * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT (UN.O.) -12 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C,R. - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" ROOF PLAN CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 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 FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.S.C.R. - 5TH EDITION (2014) R312.2 12 4 GONG.-' LINTEL o-� LANAI SHINGLE ROOF -- _ PLT. HT._ SECOND F.F. LINE _ T.O.M. _ T MAIN FF. LINE GRADE LINE ... (ASSUMED) ZSTUCCO FINIS4D 12 ZTEXTURED FINISH 7 SCALE: 1/8" : I'-0" - PLT. HT. _ SECOND FF. LINE T.O.M. MAIN F.F. LINE GRADE LINE - (ASSUMED) m GIRDER 6 2 TRu55 � /2 - STORY ❑E VOLUME 7 f 17 rr FAMILY PI N SHINGLE ROOF BEAM ❑❑ SECTION AA. SCALE: 1/8" : I'-0" oo- �-SHINGLE 12 6 ROOF - _ PLT. HT. _ /5TUCCO Zarucco FIN15H FIN15H 7 ,/ 12 6 °' .SHINGLE SECOND FF. LINE all ROOF? _ _SECOND F.F. LINE T.O.M. _ ' SHINGLE 2 GIRDER • x 0 y 12 6� TRU55 ROOF TRUSSES J 'o p AT 24" O.C. Y/ 2 12 813.92.5.1300 TEL (TYPICAL) W W W.DAVISBEWS.CAM �6 EST. 1994 M El 11 ❑❑ 0� -12 �q::T BR.3 Q 6 GIRDER coo E n LJ 0 0 ROOF TRUSS TRU55 AT 24" O.C.- FLOOR SYSTEM -"' (TYPICAL) BEAM ❑❑ SECTION AA. SCALE: 1/8" : I'-0" oo- �-SHINGLE 12 6 ROOF - _ PLT. HT. _ /5TUCCO Zarucco FIN15H FIN15H 7 ,/ 12 6 °' .SHINGLE SECOND FF. LINE all ROOF? _ _SECOND F.F. LINE T.O.M. _ ' uj M ooo TEXTURED @ TEXTURED TEXTURED�o FINISH FINISH 7 FINIS LLJ - -- - - - - - _ _MAIN FF. LINE Q 2 U - GRADE LINE Co (ASSUMED) r �1I! ®®®� LEFT ELEVATION `��°®.��®® ,,ti;,,,�' r SCALE: 1/6" = 1'-0"CD s i ice? v: Q .+. 12 12 6� 12 Q6®0*0 ®® a6 LSHINGLE SHINGLE ROOF 191 i 1 C) PLT. HT. ROOF PLT, HT. 0 19E UCCo FINIS 7 0� * EDr a' SECOND F.F. LINE_ / 8 '~-SHINGLE D4 SECOND FF, LINE _ TOM,_ ROOF -- T.O.M. _ v M cp TEXTURED TEXTURED FIN15H FINISH _ MAIN F.F. LINE TEMP. MAIN F.F. LINE_ 0 GRADE LINE - - - - - GRADE LINE 0 (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" : 14 GC 612 �ro SHINGLE 12 L5NINGLE 12 ROOF 6� ROOF �6 12 SHINGLE 6� LSHINGLE • x 0 y 12 6� r00 0 JCoN— J 'o p Y/ 2 OLDSMA& FLORIDA 34677 813.92.5.1300 TEL T W W W.DAVISBEWS.CAM TAMPA • DENVER: EST. 1994 0 CU r p 2 � 03 coo E r `C\, J .- 0 ycc 00CC�r; Z N G It uj M ooo TEXTURED @ TEXTURED TEXTURED�o FINISH FINISH 7 FINIS LLJ - -- - - - - - _ _MAIN FF. LINE Q 2 U - GRADE LINE Co (ASSUMED) r �1I! ®®®� LEFT ELEVATION `��°®.��®® ,,ti;,,,�' r SCALE: 1/6" = 1'-0"CD s i ice? v: Q .+. 12 12 6� 12 Q6®0*0 ®® a6 LSHINGLE SHINGLE ROOF 191 i 1 C) PLT. HT. ROOF PLT, HT. 0 19E UCCo FINIS 7 0� * EDr a' SECOND F.F. LINE_ / 8 '~-SHINGLE D4 SECOND FF, LINE _ TOM,_ ROOF -- T.O.M. _ v M cp TEXTURED TEXTURED FIN15H FINISH _ MAIN F.F. LINE TEMP. MAIN F.F. LINE_ 0 GRADE LINE - - - - - GRADE LINE 0 (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" : 14 GC 612 �ro SHINGLE 12 L5NINGLE 12 ROOF 6� ROOF �6 12 SHINGLE 6� LSHINGLE ROOF - y 12 6� DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.92.5.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER: EST. 1994 uj M ooo TEXTURED @ TEXTURED TEXTURED�o FINISH FINISH 7 FINIS LLJ - -- - - - - - _ _MAIN FF. LINE Q 2 U - GRADE LINE Co (ASSUMED) r �1I! ®®®� LEFT ELEVATION `��°®.��®® ,,ti;,,,�' r SCALE: 1/6" = 1'-0"CD s i ice? v: Q .+. 12 12 6� 12 Q6®0*0 ®® a6 LSHINGLE SHINGLE ROOF 191 i 1 C) PLT. HT. ROOF PLT, HT. 0 19E UCCo FINIS 7 0� * EDr a' SECOND F.F. LINE_ / 8 '~-SHINGLE D4 SECOND FF, LINE _ TOM,_ ROOF -- T.O.M. _ v M cp TEXTURED TEXTURED FIN15H FINISH _ MAIN F.F. LINE TEMP. MAIN F.F. LINE_ 0 GRADE LINE - - - - - GRADE LINE 0 (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" : 14 GC 612 �ro SHINGLE 12 L5NINGLE 12 ROOF 6� ROOF �6 12 SHINGLE 6� LSHINGLE ROOF - RDOF� 12 6� /TEXTURED FINISH �l � - - x L STUCCO TEMP. co FIN15H 7 STUCCO * �l FINISH SECOND FF. LINE �l ■/TEXTURED FINIS. MAIN FF. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/6" : I'-0" r ELEVATION "All - GARAGE LEFT ��... uF� ru J SECOND FF. LINE T.O.M. 2585 BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING Jr IVIA I tKIAL F'tK VATIONS WITH APPROVED )ERLAYMENT (REFER TO (ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ,RICANE STRAP PER )F FRAMING PLAN BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING I`SILL PLATE SEE NOTE #2 /ll 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 TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR _ AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" / 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND RUBBER MEMBRANE BEYOND 1 1 CAULK/SEALANT OR SOLDER 1 BETWEEN PAN FLASHING AND DECK FLASHING. 1 EXTERIOR FINISH zzzj J-1 PER BUILDER -7 WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) - USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY H wFgr� gPF' EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER LFOR E IL B NS) CORNER PATCH TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE- (ASSEMBLED APE-(ASSEMBLED WINDOW) FLASHING FLASHING HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE WEATHER RESISTIVE BARRIER =mIIII10\\\�� f%llllll� FLASHING NOTES: 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE i EXTERIOR SHEATHING SILL PLATE � 2 1-1 i FLASHING DO NOT FLASH i OVER BOTTOM NAILING FLANGE 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 FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE I TYPICAL WINDOW FLASHING DETAIL 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" • x. !w 150 STATE STREET EAST OUXAW , FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX WWW.AAVISBEWS.COM TAMPA • DENVER. �-� EST. 1994 �-_, V Lo Lo0 o� 7/16" O.S.B. SHEATHING OJ co EXTERIOR FINISH y p V) BUILDING WRAP BEYOND �1� N t PER BUILDER N N FLASHING. �aLL PROVIDE FLASHING ca LD °U.0� BOOT AT POSTS o `o CEMENT PLASTER STOP ti L: co 04 WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING V FLASHING. `-2X8 TRIM BOARD i I STUCCO "J" MOLD PROVIDE SELF ADHERED 7/16" O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST ' AND UP WALL BY 6" ° SEE STRUCTURAL FOR CONNECTORS' �24" FLOOR TRUSS �; TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 78'CMU BLOCK TYPICAL FLASHING AT BALCONY 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 f19 00 WITH SECTION R702.7 OF THE CODE. �`d 0° Lm cc�czz uj R703.2 WATER -RESISTIVE BARRIER c -- _j ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH W ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ... ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER®wears 1111® THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS �� THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND `® ��.••°°••ai��.� TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE,°w EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION 8703.1. CD _ ° R703.8 FLASHING 2� % , ®�® APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ` '®®,di8°®°•®• ®• 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 0 ®®111111 ar®`® 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 0 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: V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT / ~I 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 MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT 0 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. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. �■�•� 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ 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. [2:E5 8 5 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLASHING DETAILS. N.T.S. • SHEET mil • x. !w 150 STATE STREET EAST OUXAW , FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX WWW.AAVISBEWS.COM TAMPA • DENVER. �-� EST. 1994 �-_, V Lo Lo0 o� OJ co y p V) �1� N t N N Lo �aLL 0 C ca LD °U.0� iL- 14 o `o ti L: co 04 f19 00 WITH SECTION R702.7 OF THE CODE. �`d 0° Lm cc�czz uj R703.2 WATER -RESISTIVE BARRIER c -- _j ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH W ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ... ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER®wears 1111® THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS �� THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND `® ��.••°°••ai��.� TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE,°w EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION 8703.1. CD _ ° R703.8 FLASHING 2� % , ®�® APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ` '®®,di8°®°•®• ®• 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 0 ®®111111 ar®`® 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 0 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: V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT / ~I 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 MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT 0 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. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. �■�•� 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ 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. [2:E5 8 5 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLASHING DETAILS. N.T.S. • SHEET mil DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXAW , FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX WWW.AAVISBEWS.COM TAMPA • DENVER. �-� EST. 1994 �-_, f19 00 WITH SECTION R702.7 OF THE CODE. �`d 0° Lm cc�czz uj R703.2 WATER -RESISTIVE BARRIER c -- _j ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH W ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ... ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER®wears 1111® THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS �� THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND `® ��.••°°••ai��.� TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE,°w EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION 8703.1. CD _ ° R703.8 FLASHING 2� % , ®�® APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ` '®®,di8°®°•®• ®• 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 0 ®®111111 ar®`® 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 0 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: V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT / ~I 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 MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT 0 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. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. �■�•� 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ 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. [2:E5 8 5 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLASHING DETAILS. N.T.S. • SHEET mil SHEATHING TEXTURE FIN15P COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP 5CREED TER'1INATE SELF ADHE51VE FLA5PNG AT LOWER N05E OF M.W.W.S. SELF ADHE5IVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL 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 111/AI I CLJC ATlJ1Alf° ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING 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) DOOR 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING FIGURE 1: FLASHING INSTALLATION SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) CONT. GALV. "L" FLASHING PER MANUFACTURES SPECIFICATIONS CRICKET AS SPECIFIED BY PLAN TEXTURED, PAINTED EXTERIOR WALL FINISH . . y^rr° HOLD EXTERIOR FINISH 2" ABOVE r° s ROOF FLASHING CAULKING 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING -� 6TO12 PER PLAN SPEC'S. 6 GALV.'L' FLASHING TYPICAL. ROOFING FELT ""—DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHINSEE FLANGEDWINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD O O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ROOF MATERIAL PER ELEVATIONS WITH APPROVED UNDERLAYMENT (REFER TO COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, BEAUTY STRIP ROOF z SHINGLE OVER FLASHING W/ TAR CONT. GALV. "L" FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE REMOVE LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. FIGURE 4: VALLEY DETAIL TEXTURED, PAIN''^ EXTER. WALL Fit PLASTER STOP BEAUTY STRIF SHINGLE OVE FLASHING WV CONT. GALV. ' FLASHING PEF MANUFACTUR SPECIFICATIO OVER ROOF SHINGLES WV WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL �9y ° Ty'�Fgstiti �Sr,00 ��tic ^� �Sti R�goo� o� �T �o RAKE METAL DRIP EDGE TO BE OVER / UNDERLAYMENT AT I/ GABLE ENDS EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE SAVE 7" PIECES TO USE IN 5TH COURSE METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT ROOFEAVES oecK O vwNoNc pP i �No a' 6 5�N c,0 N 0009 3Rc GOURG \ uRss \ SE 2No 1ST G° \ 22' Zg° � EAVES 2" / FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 JOINT ONLY WEEP SCREED ASTMC926 APPROVED WEATHER -RESISTANT LO i� J 0 MAINTAIN APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN METAL FLASHING 3-1/2" BOTTOM OF MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 UNPERFORATED FLANGE 7/8" ACCORDANCE WITH ASTMC1063 BUILDING PAPER WEEP SCREED BUILDING PAPER ABOVE ROOF 7/16" O.S.B. 7 /16" O.S.B. SHEATHING SHEATHING 0 0 It, 0 SHEATHING ALL INSIDE AND 0=ryC�0 OUTSIDE CORNER _� 2 �° ° °'�•q® WILL NEED TO BE ° ®•p,® MITER CUT AND 00 CC n 40 Z co L v KEEP TOP EDGE OF WEEP METAL CAULKED ALL BUTT SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" • DAVIS BEWS DESIGN GROVP JOINT ONLY WEEP SCREED EST. 1994- LO i� J 0 MAINTAIN LO 0 0 jcoN— METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH 0 0 It, 0 m ALL INSIDE AND 0=ryC�0 OUTSIDE CORNER _� 2 �° ° °'�•q® WILL NEED TO BE ° ®•p,® MITER CUT AND 00 CC n 40 Z co L v ° CAULKED ALL BUTT \ CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST ® ®•° ®•� JOINTS NEED TO BE • EMBEDDEDIN ;�•® ®•. •® ®• • SEALANT USING ®° VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP ®®®�®Z BLOCK SCREED w(D cy Z ul R3 INSTALL BOTTOM EDGE OF c 1 SLAB WEEP SCREED 1" BELOW _ FINISH FLOOR in OPTIONAL DETAIL -. J ui as 0 • Z • o v.o 0 � ®o® DIII 40 WEEP SCREED DETAIL SCALE: NOT TO SCALE0 0 SHEATHING � s, SELF -ADHERED FLASHING PATCH d N iq u j tir:m a «i , i )UBLE JOIST AM BELOW pp' ELF -ADHERED FLASHING SELF -ADHERED FLASHING. 3"MIN�� SELF -ADHERED FLASHING ' OUTSIDE CORNER r O ~ Q O � J THESE DETAILS ARE GENERIC AND MEANT WATERPROOFING METHODS TO BE USED. N.T.S. .2585 • DAVIS BEWS DESIGN GROVP x ro w EST. 1994- LO i� J 0 LO 0 0 jcoN— /� � ( M 0 .2N -j N O0jL L ° 0 0 It, 0 0=ryC�0 _� 2 00 CC n 40 Z co L v w(D cy Z ul R3 INSTALL BOTTOM EDGE OF c 1 SLAB WEEP SCREED 1" BELOW _ FINISH FLOOR in OPTIONAL DETAIL -. J ui as 0 • Z • o v.o 0 � ®o® DIII 40 WEEP SCREED DETAIL SCALE: NOT TO SCALE0 0 SHEATHING � s, SELF -ADHERED FLASHING PATCH d N iq u j tir:m a «i , i )UBLE JOIST AM BELOW pp' ELF -ADHERED FLASHING SELF -ADHERED FLASHING. 3"MIN�� SELF -ADHERED FLASHING ' OUTSIDE CORNER r O ~ Q O � J THESE DETAILS ARE GENERIC AND MEANT WATERPROOFING METHODS TO BE USED. N.T.S. .2585 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR; FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX VWW.DAVISBEWS.COM TAMPA • DENVER. EST. 1994- w(D cy Z ul R3 INSTALL BOTTOM EDGE OF c 1 SLAB WEEP SCREED 1" BELOW _ FINISH FLOOR in OPTIONAL DETAIL -. J ui as 0 • Z • o v.o 0 � ®o® DIII 40 WEEP SCREED DETAIL SCALE: NOT TO SCALE0 0 SHEATHING � s, SELF -ADHERED FLASHING PATCH d N iq u j tir:m a «i , i )UBLE JOIST AM BELOW pp' ELF -ADHERED FLASHING SELF -ADHERED FLASHING. 3"MIN�� SELF -ADHERED FLASHING ' OUTSIDE CORNER r O ~ Q O � J THESE DETAILS ARE GENERIC AND MEANT WATERPROOFING METHODS TO BE USED. N.T.S. .2585 DIRECT VENT DRYER THRU Ext. WALL G.C. VERIFY LOCATION OF ADDITIONAL OUTLET IN NON WET AREA MAIN DISCONNECT— METER COMBO - SQUAD p REFER TO FLOOR PLAN FOR NOTE[) DISC. AMPS. REQUIRED I UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C W.P. G.F.I. FOR TUB, SERVICE DISC. TYP. 014 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL _MO COPPER TO WATER HEATER '8 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED DUPLEX CONVENIENCE OUTLET \ DUPLEX OUTLET ABOVE COUNTER I ll.P. WEATHERPROOF DUPLEX OUTLET \ oc. l GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET \ SPECIAL PURPOSE OUTLET A WM D DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET \ WALL SWITCH 13 THREE-WAY SWITCH W.P. 14 FOUR-WAY SWITCH G.F.I. 0 ro° 0 ° ►� ELECTRIC DOOR OPERATOR (OPTIONAL) ID DIMMER SWITCH I PUSHBUTTON 5WITCI4 (OPTIONAL) COACH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE ll. GF.I. 48" AT 48" I LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE 4/0 ALU. CABLE A/C W.P. G.F.I. FOR TUB, SERVICE DISC. TYP. 014 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL _MO COPPER TO WATER HEATER '8 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED JOB NUMBER 27002.143 CAD FILE NAMELOT 97 TB ISSUED 03-17-17 REVISED • x m w - r0 J 0 to RECESSED INCANDESCENT LIGHT FIXTURE Lo 0 JMI,� C. LIGHT FIXTURE WITH PULL C4AfN A WM D TRACK LIGHT Y/ N r FLUORESCENT LIGHT FIXTURE N 5 EXHAUST FAN 1 ;pt EXHAUST FANLIGHT COMBINATION 0 ro° 0 ° ►� ELECTRIC DOOR OPERATOR (OPTIONAL) 0 Co cH CHIMES (OPTIONAL) I PUSHBUTTON 5WITCI4 (OPTIONAL) ZJ N(D �. (d N L4;wi © CARBON MONOXIDE DETECTOR 0 00 C z m s� SMOKE DETECTOR I so SMOKE / CANON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) TELEV16ION (OPTIONAL) / (D THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL / DISCONNECT SWITCH SPEAKER (OPTIONAL) c ROUGH -IN FOR OPT. CEILING FAN if aT 48 BRIG, c h CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ COACH G J ROUGH -IN FOR OPT. CEILING PAN LIGHT NOTES- OTES1. 1.PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS V.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV15ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM6, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFC.i. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406,12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GRI). 6. IT 19 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, FB.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING NEATER 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. JOB NUMBER 27002.143 CAD FILE NAMELOT 97 TB ISSUED 03-17-17 REVISED • x m w DAVIS BEWS DESIGN GROVP r0 J 0 to - EST. 1994-- Lo 0 JMI,� A WM D Y/ N r N 5 66 LL 0 ro° 0 ° ►� 0 Co _0J 3�E (LY�� ZJ N(D �. (d N L4;wi 0 00 C z m JOB NUMBER 27002.143 CAD FILE NAMELOT 97 TB ISSUED 03-17-17 REVISED MAIN FLOORtLECTRICAL PLAN '�' GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX V WW.DAVISBEW&COM TAMPA • L7ENIVVER. - EST. 1994-- MAIN FLOORtLECTRICAL PLAN '�' GARAGE LEFT HORIZ. , AVI i i - 11 L ECTfRICAL <EE r UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER x m Kkp. WEATHERPROOF DUPLEX OUTLET 1.50 STATE STREET EAST OLDSMAR, RDI DA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DE % \/ER GROUND FAULT INTERRUPTER DUPLEX OUTLET r 0 0 to 00 WALF-SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET i Lo DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 2 14 FOUR-WAY SWITCH - — - 0 i >>JT D DIMMER SWITCH �. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE -0t' IRECE55ED INCANDESCENT LIGHT FIXTURE 0 c 0� C0 Ac. LIGHT FIXTURE WITH PULL CHAIN E4 TRACK LIGHT FLUORESCENT LIGHT FIXTURE I 4 EXHAUST FAN 00 ;Q, EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PU5H5UTTON SNITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) (Qr THERMOSTAT ELECTRIC METER A ELECTRIC PANEL •� DISCONNECT SWITCH SPEAKER (OPTIONAL) I �/> ROUGH -IN FOR OPT. CEILING FAN v � c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G� ROUGW-IN FOR OPT. CEILING FAN NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) A$ INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES, 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABY COUNTERTOP) TELEV16ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING * * * * ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. G.C. VERIFY ALL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 SMOKE DETECTORS TO BE HARD -WIRED 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * ROOMS SHALL BE GF.0 I PROTECTED IGF.U. 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, FB.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUI;NING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARTM$ $HALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARM$ SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT JOB NUMBER 27002.143 • CAD FILE NAMELOT 97 TB ISSUED 03-17-17 REVISED x m 1.50 STATE STREET EAST OLDSMAR, RDI DA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DE % \/ER C r 0 0 to 00 OJcc%i(�W 0 i Lo 2 Y/ 0 i >>JT �. cNn ooIL • 0 -0t' 0 c 0� C0 E4 LL Y C4 4 — CD 00 co dv z JOB NUMBER 27002.143 • CAD FILE NAMELOT 97 TB ISSUED 03-17-17 REVISED 2585 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 1.50 STATE STREET EAST OLDSMAR, RDI DA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DE % \/ER EST. 1994 2585 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Wine U.N.O. Fb = 2500 Fb = 3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE, UNDER STAIR PROTECTION TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE 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. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE %6' LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. DESIGN PRESSURES METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND GENE RAL NOTES y ' Yy IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL (+) VALUE DENOTES PRESSURE ��` p / A' �'1 w' D O DRAWINGS N V V N V INDEX - VALUE DENOTES SUCTION AREA 4O O5 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES (+) 20.2 20 (-) 22.0 W ~ (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA -�^ V-0" x T-0" 16'-0" x 7'-0" Q (+) 18.4 + c (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4,, I �✓� 55 a MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET + SHEETTITLE ITLE ON LINEAR INTERPOLATION FOR THIS SITE. 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 BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. - p �+ 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTU RAL NOTE �7 STRUCTURAL THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. z r.5 � On' O) 11 PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2 FOUNDATION PLAN H 0 (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. Oa`Oo0 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PREFABRICATED WOOD TRUSSES S3 DOWEL PLACEMENT PLAN LO N � O .-r m z 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR V �W QUj z A SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT S4 FIRST FLOOR FRAMING PLAN O CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ENG CFG / BAD 1,- DRAFTING: -STRUCT TW 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL S4.1 NOTES & CONNECTOR LEGEND 0- JOB No. TM - 2170493 SCALE AS INDICATED 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 03/27/2017 � AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN (� 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. W ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO SCJ LINTEL PLAN Q 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY SD 1 FOUNDATION DETAILS TRUSS ENGINEER OF RECORD �7 !"'1 4WORK ACCORDANCE CODE TEBUILDING REQU1 EMENTS ORREIN ORCED CO CRE" ACI 318 LATEST EDITION, T ION OF AN I P1RSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE SD2 GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS SD3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF Lu NJ AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY S SD4 GENERAL /\ L DET /1 I Lam+ G 1 V RA A 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. �7 � 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. LOADS:6 SD5 TWO STOR DETAILS BOLTS AND THREADED RODS TTRUSS OP CHORDIGN PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) I o 0111101@l/i C7 Uj ®'i�o� a 0) � CHM12.70mOR BETTER IN DIAMETER (U.N.O.) 2. STEE1. ALL OBOLLTS TS LESS THAN ONE-HATHREADED RODS LF AS DL 15 PSF (LIGHT WEIGHT CLAY DL = 14 PSF VERBUILD) TILE ROOF COVER) S D6 TWO STORY DETAILS e®®`®®® �. ••p•®; `�/�j� ro®�� a- L oo -INCH m) (TRUSS ®�®� FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF ST 1 STAIR DETAILS ®�` �;� %' _ Z HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: ®�. rhe OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT)// 0 ®• 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF U P D/""►TES ®0 ••,, ° o •• w OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. `' Z ®'' ��• W ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: •® �`� ®�'®®s ®•c••®pF,® MASONRY WALL CONSTRUCTION A) FLOORS =15 PSF B)BALCONIES =15 PSF NUMBER DATE DESCRIPTION � m LL 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ®®x69111111®® CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE� STOR - 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF 1 UPDATED PLAN TO INCLUDE ELEV C W/ BFS 2/7/2017 "d PSI (fm = 1900 PSI) GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF TRUSSES PER LOT TB -296 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/ \ w p 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING &BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 2 3/1 /2017 BFS TRUSSES PER LOT TB -148 c G, SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS c p vReI R . zy�l ' yl� FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 3 3/2/2017 TRUSSES PER LOT TB -191 F-1 !, N U `�3o a PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS R.. � 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" FROM @ L4 3/15/2017 TRUSSES PER LOT TB -290 UU O & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) o POSITIONERS IN MIDDLE OF WALL 12dFOOTING TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS Z4 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25 U.N.O. "X" p 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND ' \ IlFrri, StiCs �Ilhllli COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. X BRACING TO START 200 MAX FROM #1 HIP Z 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL USED. GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 4� O 10. MASONRY ROUGH OPENING TOLERANCES - 1/44"" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS AT W/IN 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL SPAN 15'-0" O.C. MAX TRUSS SPAN OR PER TRUSS v 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 Q CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT U) CONCENTRATED LOADS OR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-B3). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES2) 12d AT TOP AND BOTTOM OF HEEL W/ MIN 2x4 SYP #2 , (.) ( LU EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Wine U.N.O. Fb = 2500 Fb = 3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE, UNDER STAIR PROTECTION TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE 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. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE %6' LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND .J� (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA 4O O5 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 J (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS V-0" x T-0" 16'-0" x 7'-0" Q (+) 18.4 + c (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4,, I �✓� 55 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). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 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 c CIO � O � W �SC a .J� Z � J ZQ Q c W Z 0 LU LLI Q � z r.5 � On' O) 11 Z Z H 0 haw Oa`Oo0 0 1 LO N � O .-r m z V �W QUj ,LL 0 A STRUCTURAL ENG CFG / BAD DRAFTING: -STRUCT TW QC CHECK: MRB JOB No. TM - 2170493 SCALE AS INDICATED DATE: 03/27/2017 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. S1 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. 0 0 co 0 (7 Z ` O eo LL r O U) N A/C F FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 0 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN: SPECIFICATIONS PRIOR TO POURING OR z RECESSING DOOR SILLS. 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR U) USE ALTERNATE APPROVED METHOD. UJI� 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED � w DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS C� AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD ®%J1111111111 WM FOOTING STEP DOWN AND CORNER INFORMATION. O �� ®'jai �3 Q: r 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ° ®••e% ®✓i C+d! Y SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH '° •• :•�� -j z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION _ O ,,► d 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER tui a; d J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS ";p ®v o 0: COMPACTION: W Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE •••, !� • Q PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL °••®�•®••® ®••o ` < W CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO Q� o W FOUNDATION CO LL SOIL TO BE FRO OF ORGANIC MATERIAL AND COHESIVE SOILSUR FOR VERIFICATION OF FOUNDATION , ®®�®®®09 111i1i® ®�a COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. O O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO cn 40 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE p p Ilililuii, ikq Ol�bJ ch STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND N FOOTING SIZES PENDING DEPTH OF STEMWALL. p U "`' �3J o 0 FOOTING SCHEDULE A4 O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. Q c WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. p BARS & 3" MIN. COVER TO EDGE OF CONC. U ZO24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z 09 U WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. ry BARS & 3" MIN. COVER TO EDGE OF CONC. O 0 O28"x28"x12" dp w/ #5's EQUALLY SPACED EA. pp..,, .� 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. c M BARS & 3" MIN. COVER TO EDGE OF CONC. Q W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. p J BARS & 3" MIN. COVER TO EDGE OF CONC. W W 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. o a� 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z 06 p BARS & 3" MIN. COVER TO EDGE OF CONC.Z 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. p., 4 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O Z D BARS & 3" MIN, COVER TO EDGE OF CONC. J 54"x54"x16" dp W#5's EQUALLY SPACED EA. WAY 4.5 IN. 2" HORIZ. CLEARANCE BETWEEN MIN ($) # 5 E.W. 3" MIN. COVER TO EDGE OF CONC Z BARS & Q O60"x60"x16" dp w/#5's EQUALLY SPACED EA. O 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z U o �, I BARS & 3" MIN. COVER TO EDGE OF CONC. `1 w z�� SYMBOLS LEGEND O O LL ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. LLJ TO TIE BEAM (6'-8" O.C. MAX U.N.O.). w 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM: PQ ® INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. U INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. 51 #5 CONT. FT.G TO TIE BEAM: Q � Z 0 ~ 0.) Z N OJO 52QLLJ 0000 04 1 0 N m h OLjZ liO p HCH n STRUCTURAL ENG. CFG / BAD DRAFTING: -STRUCT; TW QC CHECK: MRB JOB No. - - --TM - 2170493 SCALE AS INDICATED DATE: 03/27/2017 FOUNDATION PLAN_ 1/4"=1 1^011 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 W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM (6'-8" O.C. MAX U.N.O.). G • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. -- 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. z O 0.. (1) #5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEEN COLUMN & MAIN HOUSE CMU FILLED CELL —� (1) CONT. #5 FROM TIE BEAM TO FOOTING a MASONRY WALL REINFORCING PER (1) #5 @ TOP, BOTTOM PLAN (TYP). & @ 24" O.C. VERTICALLY BETWEEEN COLUMN & MAIN HOUSE CMU SECTION VIEW fi�Dl MASONRY COLUMN TIE IN 71_n" C.'_R" R'_R" h+' -R" A' -R" �' i° 7'-d" l'_d" i'_fi" v-1 n" d' -Q' T-4" 11-81, U y o d q4 z °� am 0 o W W 01 W U zQ�ffi Z F- E `C z J O _J �- W w z�� J O O W Url Z ° h 11 II— c� Z F- - a T) ILLI oL° O N (� LLm ° ', Z LLJ v Xao aLLJ °z O ,.._ �.. STRUCTURAL ENG CFG / BAD DRAFTING. -STRUCT: TW QC CHECK: MRB JOB No. TM - 2170493 Ea SCALE AS INDICATED DOWEL PLACEMENT PLAN DATE: 03/27/2017 1/4"=1'-0" S3 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. 1W "�, `gllllLllyBe ✓ �, co �® `' 6.069.0,66 •. i-1 ®� o �� • n .4 w 6• LU :C0 0 J Y C -� o • ¢ z �-S 3 Z en 4 s, `` 0� • 0 Uj z < G, ®��►afill` � IY LL o ° WE; O w hof 0 g�III61Y 9 r,, �bJlyT U y o d q4 z °� am 0 o W W 01 W U zQ�ffi Z F- E `C z J O _J �- W w z�� J O O W Url Z ° h 11 II— c� Z F- - a T) ILLI oL° O N (� LLm ° ', Z LLJ v Xao aLLJ °z O ,.._ �.. STRUCTURAL ENG CFG / BAD DRAFTING. -STRUCT: TW QC CHECK: MRB JOB No. TM - 2170493 Ea SCALE AS INDICATED DOWEL PLACEMENT PLAN DATE: 03/27/2017 1/4"=1'-0" S3 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. WALL LEGEND OHO J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 y,A 06' o o U a. o W UU O ao M O 4 v Q m C6 z Q Z o (� W 0 z 99PC� Zffi J LL z d N� Q W p Z�� J LjL W U) U) v� Url � a ° �I Z p o) � Z� ZJO�'�jj w 0000 04 W m O _jZ W ---- W �uu a O r2 CL STRUCTURAL ENG CFG / BAD DRAFTING: -STRUCT: TW QC CHECK: MRB JOB No. TM 2170493 - --- --------. SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 03/27/2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4-1-0 11 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. Q C = 9'-4" T.O.M. = INTERIOR/EXTERIOR r) BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. Z O U W D i 0111111111111, LM Uj 0z co •® ,2, C _S2.� w ,OD �,, ®Q = z U ¢ ® Q V ,, t W a z o c5®,,'® ®®� ¢ O M LL as OHO J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 y,A 06' o o U a. o W UU O ao M O 4 v Q m C6 z Q Z o (� W 0 z 99PC� Zffi J LL z d N� Q W p Z�� J LjL W U) U) v� Url � a ° �I Z p o) � Z� ZJO�'�jj w 0000 04 W m O _jZ W ---- W �uu a O r2 CL STRUCTURAL ENG CFG / BAD DRAFTING: -STRUCT: TW QC CHECK: MRB JOB No. TM 2170493 - --- --------. SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 03/27/2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4-1-0 11 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 SPACING LUMBER SPECIES CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN SYP #2 BUILT UP STUD COLUMN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN MO BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 3-1/2"x5-1/4" LVL COLUMN, BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN LVL COLUMN. BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 11160 MID -SPAN STANDARD COLUMN NOTES BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS plf ?rd. PT. s 7" EMBEDMENT BW7 O 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN TO POST: SIMP. HTS20 OR LSTA18 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN H2.5A w/(10)8d BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 3 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. TO POST: SIMP. HTS20 OR LSTA18 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING, CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. 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 & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. I 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN B O (3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL44 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. QO 3-1/2"x5-1/4" LVL COLUMN, O3-1/2"x7" LVL COLUMN. SO 3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. O7x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN OZ 5 1/4" X 9 1/2" LVL COLUMN 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 @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & a11 EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22" 10d .148" x 3" 12d .148" x 34' 16d .162" x 32" 8d RING SHANK .113" x 22" 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 & (6)-10d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/211 FLITCH w/(6)10d NAILS & (14)4"x22" El META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 1110 11 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24' TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 (2)1.7511x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5xl 1.25 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12' NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 2 MTS 12 w/(14)10d x 12" NAILS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 IflMGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75II x11.87511 LVL 7"EMBEDMENT NAILS & (18)4'x2411 TAPCONS HTT4 w/(18)16d x 22" NAILS & $" 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/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)411x2411 TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS EPDXY MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 2z' NAILS w/8" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12' SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" FRAME TO CMU 2420 2800 TAPCONS 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. I STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 2411o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 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 #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR 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 IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED 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. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/211 FLITCH w/(6)10d NAILS & (14)4"x22" H2x10 PLATE TAPCONS v®®®�®®®®\ ON MASONRY: (1) SIMP. MSTAM24 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 1110 11 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4'x24' TAPCONS ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.7511x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5xl 1.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4'x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: (2) SIMP. MSTAM24 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH TO BEAM: SIMP. HUC410 w/(18)16d & V-011 TO 3'-1111 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 8'-0" TO 9'-1111 2 NAILS & (18)4"x24" TAPCONS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl1.875 (2)1.75II x11.87511 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x2411 TAPCONS ON MASONRY: (2) SIMP. MSTAM24 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)411x2411 TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25xl6 (3) 1.7511x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.7511x2011 LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6 O.C. (TYP. ONE SIDE) MIN 2 FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) Uj ® 'k 00* W 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) v®®®�®®®®\ 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 1110 11 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.7511x7.2511 LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.7511x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5xl 1.25 (3)1:7511x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/-1" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-011 TO 3'-1111 1 1 4'-0" TO 7'-1111 2 2 8'-0" TO 9'-1111 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1 THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION, 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI, 1 (CURRENT 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. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS 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 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. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP - AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: 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 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED& ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4 PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. NOTES & CONNECTOR L 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. EGEND 1/4"=11-011 �w o O o O 14,ky , HJT v N 0 U C O o Z z tion Y O rrrr Q ci Q el N�/ 4J.. O z o 0 C.) w� o W t W' a 0 z z z ffi O W U Z� 06 W N � Q o Wz J W O H WO ED = z Q � Z O Z ow Uj Y Woo L0 W 04 m W 0 J Z J I=LLJ ao_ w cn Q A a STRUCTURAL ENG: CFG ! BAD DRAFTING: -STRUCT: TW QC CHECK: MRB JOB No. TM - 2170493 SCALE AS INDICATED DATE: 03/27/2017 S4,1 , cn U_ 6°g Z�l o 'T11 ® CEO CYi FI Uj ® 'k 00* W 00 v®®®�®®®®\ 00000 ♦ Uj Q 1110 11 � Q � O M U- �w o O o O 14,ky , HJT v N 0 U C O o Z z tion Y O rrrr Q ci Q el N�/ 4J.. O z o 0 C.) w� o W t W' a 0 z z z ffi O W U Z� 06 W N � Q o Wz J W O H WO ED = z Q � Z O Z ow Uj Y Woo L0 W 04 m W 0 J Z J I=LLJ ao_ w cn Q A a STRUCTURAL ENG: CFG ! BAD DRAFTING: -STRUCT: TW QC CHECK: MRB JOB No. TM - 2170493 SCALE AS INDICATED DATE: 03/27/2017 S4,1 oma, J08 J09 J10 J11 J11 J10 J09 J08 o� J08 J09 J10 J11 J11 J11 J10 J09 J08 ti� 00 STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q D WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - -- ----- -- -- TO FOLLOW THE DETAILS INDICATED BELOW OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS ; SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) 0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ~ V W EXTERIOR FRAME WALL o SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD &SPECIES SPACING SPACING -:.-..-. ----- INTERIOR ZONE END ZONE 8-0 2x4 SPF #1/#2 16 O.C. MAX 16 O.C. MAX W i t 9'-0" 2x4 SPF #1/#2 16 O.C. MAX 16" O.C. MAX 001119191/111 914 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX®� ` Ei� ®>®' 0)C ®®`® 4'0®•o®ow®®®•®��®'r®® 10',0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX ®% 00 Kr ® as6 EXTERIOR FRAME WALL NOTES w g� kms' °-• J _ -' z w40 ¢ _ 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED '®r �6,®• ®"" W TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR ®®®i® ®®•®•®off®® a REQUIRED STUD SPACING. ®®®11 ®®® 2. SEE DETAILWF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS I®11111 �1e & NAILING PATTERN. 2.1. NOTE`. CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE A NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF w SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN r l 50% OF THE SHEATHING 1S OVERDRIVEN, CONTACT EOR FOR o REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE w �"Ile MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS o Q Ibjrgkryq'''lii' bJlyl N 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO U FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. a. z° U 0 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B Z ihl�pi' 1 G��S U y 0 � p � Q m e� Z Z o Q (D V co GPI;� Z z � `L 75 J U) v oda LL 55 w a WZ J O 0 0 W O W w v � a z O ~ °' Z �- S ZZ JO yQu.i 0 00 SLOW W .. IM LU W.,.- wy, p p O p H a N A Q_ STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TW QC CHECK: MRB JOB No. TM - 2170493 SCALE AS INDICATED PLAN DATE: 03/27/2017 ROOF FRAMING NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1'4"=1'-0" 54.2 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 VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z g W a (7 W z 0 U) a AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D — PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS . °e e a , '�3'• ..{r° ° ., d � °.dam.° • i.� ,r � •' �� It d ° d a Q ° ° ° d . y 7',d d l d Al BOTTOM STEEL IN LINTEL IF ��1 ° d INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 4 II ROUGH OPENING PER PLAN METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL &PAPER FELT PROHIBITED) HOOK PER L. MD08 e 47-74 ° d • ° ° •d .. a e.. . �I. g d I A d QIIIe 04z �d.—iJA W 1-- U) 0 LL z J a W W >I! I I I I! I to l °• GRADE 40 GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND O LENGTH d ° . NON -SHEAR WALL T OPENING "21/4' TYPI AL SHEAR WA L SEGMENT "D11 #3 1 7/8 41 /4 5 411 /4 91/4 d #4 21/2 5 5/8 91/2 ° A I C 55/8 121/2 24 #5 31/8 >I! I I I I! I to l TYPICAL MASONRY CONSTRUCTION LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" SEE DOWEL PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 HANGER @ EA. END. W/ (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) I. GRADE 40 GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND O LENGTH d ° . NON -SHEAR WALL T OPENING "21/4' TYPI AL SHEAR WA L SEGMENT "D11 #3 1 7/8 41 /4 5 411 /4 91/4 d #4 TYPICAL MASONRY CONSTRUCTION LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" SEE DOWEL PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 HANGER @ EA. END. W/ (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) I. GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH d 'd 1° 11711 "21/4' "D11 #3 1 7/8 41 /4 5 411 /4 91/4 #4 21/2 5 5/8 91/2 20 A I C 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 TYPICAL MASONRY CONSTRUCTION LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" SEE DOWEL PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 HANGER @ EA. END. W/ (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE 1 11711 "21/4' "D11 #3 1 7/8 41 /4 5 411 /4 91/4 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 1 81/16 14 30 1 41/2 81/16 181/2 36 #7 1 43/8 19 13/16 16 1/2 35 1 51/4 19 13/16 21 3/41 42 U m EMBEDDED U AD08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" STANDARD 90° HOOK L STANDARD 180° HOOK #3=2Y2 #4=2Y2' #5=2Y2' #6 = 3" #7=3Y2' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING I PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTELS STANDARD LINTEL NOTES o DLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -0B 8F24 -113/13F24-013 81=32-11B/13F32-013 V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 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. - -- 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. 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 8" BEARING EA. END 3'-4" 100 1 / 134 5365 / 1 9 7342/3123 6 651 9 99 10000/4249 4 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-0" 860 1651 / 1349 5365/1999 7342/ 3123 10000/4249 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 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 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS d 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS C) 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 W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 0 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS -- - -- - — -- - - - --- 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f'c PRECAST LINTELS = 3500 PSL W 20'-0" 0 180/0 598/0 1024/0 1441 /0 2. fc PRESTRESSED LINTELS = 6000 psi. i 20'-8" 0 145/0 550/0 1 981 /0 1376/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. .r 22'-8" 0 110/0 450/0 824/0 1147/0 -- RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE .�®®®®® 2'-4" 1694/1694 3725/3280 5499/5421 �4� 00 ••®® 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. y �,e� ° 00 , �2' Y o 3'-0" 1230/1230 2769/2769 4085/4085U- d • • ° 40. Q ¢ z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE 4'-4" 846/833 2121/1716 3127/2839 = W o • .z = 0 5'-4" 664/572 1761 / 1761 2595/2595 LINTEL F =FILLED WITH GROUT /� z° DW Q 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED �'Td, ®® , r Z 7'-4" 480 / 322 1334 / 1334 1964 / 1552 QUANTITY OF #5 REBAR @ ®®®' •®'®`®°®o >- O O 8RF6-1B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY®s® 'K ISP i®® —r 8'-4 415 / 235 1152 / 1152 1694 / 1552 � A®B �� u.. 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER OO 8F8-1B/1TQUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-1 B/1T NOMINAL HEIGHT t 7'-4" 7'-8" 4, 6'-4" 0 co O 8F16-1B/1T NOMINAL WIDTH o O 0TYPE DESIGNATION Cn 8RF14-OB/1T E q p pl O 8F16-0B/1T 1-1/2" CLEAR o U 0 8F20-1B/1T Q MM z° #5 REBAR AT TOP MIN. (1) REQ'D F�--I U o O 0 8F20-0B/1T U' a a C.M.U. O O 8RF22-1B/1T CO GROUT - 10 tt LO 0 OK L6 z d #5 REBAR AT BOTTOM OF LINTEL 8F24-1B/1T Z V��plil.• O�s�S U CAVITY 0 01�� O BOTTOM REINFORCING PROVIDED rn p� Q 8RF22-0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) p.� z ... O 8F24-0B/1T $" NOMINAL WIDTH W O 8RF30-1B/1T FILLED P 8F32-1B/1T 1-1/2" CLEAR r - O 8RF30-0B/1T Q O2 #5 REBAR AT TOP MIN. (1) REQ'D Z 8F32 -0B/1T U c U' a z C.M.U. O 8F38 -1 B/1 T 00x W SC 90 LO Z L iµ1 O 8F12-1B/1T •' - �i- � O*---�{BOTTOM REINFORCING PROVIDED J Z 8F40 -OB/1T M 7-5/8" ACTUAL IN LINTEL (VARIES) Ow 8F8 -0B/1T 8" NOMINAL WIDTH 0 UNFILLED J U) W O a SAFE LOAD TABLE NOTESI- Q � ryry 7 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED a LW Z Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALLp J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3I-- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ..�. ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY qa CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 114 8 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. Uri 1 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q �! Z O r, u F- O) Z F- ZJO0 O W n Ooop 1 N� O-�Z LU �0p _ O Ory HCH A STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT TW QC CHECK: MRB JOB No. TM - 2170493 E� SCALE AS INDICATED DATE: 03/27/2017 LINTEL PLAN_ 1/8"=11-011 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 TIE BEAM SPLICE TO BF. MIN. 25" GROUT CELL SOLID MASONRY WALL - SEE PLAN CONCRETE SLAB FOUNDATION PLA A (1) #5 FROM FTG. TO TIE BEAM SPLICE TO IF BRIG. WALL ABOVE - a �� Q BE MIN. 25" GROUT I THICKENED PAST DEEPEST STEP CELL SOLID -' 1 I-1 I =1 �I REQ'D Q MASONRY WALL (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED °II MIN 4" SEE PLAN (1) #5 CONT. w/ 1-1/2" IDATION PLAN COVER TYP. oe 11-1/2" COVER TYP. L) CONCRETE SLAB PER CONCRETE SLAB PER II FOUNDATION PLAN Of w z FOUNDATION PLAN ) $ as U0- L 2 -STORY COND. (3) #5 DENSITY DENSITY 2 -STORY COND. (3) #5 VARIES a d., CONC. SLAB PER 2 1/4 I SEE PLAN a A ° a I d d w m CLEAN COMPACTED 44 4 a .1' e oo O (7 1 o ° a L GRADE z cJi� w I=� _ 1= d o. d I ° — � .. o z � /Q�� W I A "-"" I V LL ILL Co 00—I I = I — > ° (2) #5 BARS CONT. _ s f = _ (2) #5 BARS CONT. —, CLEAN COMPACTED W/ 3" COVER TYP. I3�' CO I ER' CLEAN COMPACTED W/ 3" COVER TYP. 1'-4" I3�' CO IVER FILL @ 95% STANDARD FILL @ 95% STANDARD 1 4„ DENSITY DENSITY 11 4 WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING 00T0YPICAL GARAGE CURB FOOTING 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONC. SLAB PER FOUNDATION PLAN 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB w/ (1) #5 CONT. w/ 3" COVER TYP. HOLD BRG WALL BACK 2x BRG WALL PER IF BRIG. WALL ABOVE - H Q 1/2" J -BOLT W/ MIN. 6" I THICKENED PAST DEEPEST STEP EDGE W/ (2);05 -' 1 I-1 I =1 SO GYP FINISH IS PLAN AND BEARING REQ'D Q (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED MIN 4" ;. SLAB PER (1) #5 CONT. w/ 1-1/2" IDATION PLAN COVER TYP. oe 11-1/2" COVER TYP. L) CONCRETE SLAB PER FILL @ 95% STANDARD COVER TYP.; AT FOUNDATION PLAN Of w z z BELOW as U0- L 2 -STORY COND. (3) #5 DENSITY DENSITY 2 -STORY COND. (3) #5 a a ° � CONC. SLAB PER 2 1/4 I ° d d a CLEAN COMPACTED BARS REQ'D & FTG TO �' HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER H Q •. .4 0 I THICKENED ( 1=II I= EDGE W/ (2);05 -' 1 I-1 I =1 SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE L) 8" 8" FILL @ 95%STANDARD COVER TYP.; AT FILL @ 95% STANDARD COVER TYP.; AT BELOW `' 2 -STORY COND. (3) #5 DENSITY DENSITY 2 -STORY COND. (3) #5 CONC. SLAB PER 2 1/4 I CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO FOUNDATION PLAN CONC. SLAB PER BE 20" WIDE BE 20" WIDE U) N FOUNDATION PLAN w 2x PT SILL PLATE 2x P.T. SILL PLATE e p ° ° ° — ; I II I-111 �— A 1 1 III III .— 00 WN -11 P11—I I ' ♦, I I 1=1 11-1 �—rn I- I I I I_____ � —I I �� II I I= I =11 I 1 1-1 11111 11 I I LU N COMPACTED \ FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. w/ 3" COVER TYP.; AT 2 -STORY COND. (3) #5 BARS REQ'D & FTG TO BE 20" WIDE NON-BEARING SLAB STEP DOWN OFO DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" � —� 11 1 1 1 � �� 8.. 8., Q •. .4 0 I THICKENED ( 1=II I= EDGE W/ (2);05 -' 1 I-1 I =1 CONTINUOUS 1'-8" O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED L) 8" 8" FILL @ 95%STANDARD COVER TYP.; AT FILL @ 95% STANDARD COVER TYP.; AT `' 2 -STORY COND. (3) #5 DENSITY DENSITY 2 -STORY COND. (3) #5 CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE DENSITY W ry FO BEARING SLAB STEP DOWN .MUlm fiFO FOOTING AT INTERIOR BEARING 0 AI Cr Ice) 3/4"=1'-0.. 3/4"=1'-0" 3/4"=1'-0" MI, ®� �® ®n..®®®® I®- Y q VERIFY W/ DETAILS FOR REQ'D �' ®� V 3:Z STEEL AT 2 STORY LOCATIONS U a , \ ® d MASONRY WALL ®�B °.� CO•' z„ Z °.I- A •"e SEE PAN — - ® im ®y�o9. .®P®®�. w O (1) #5 FROM FTG. TO SLOPE CONC. SLAB PER tJi FOUNDATION PLAN TIE BEAM MIN. 2511 #5 CONT. PER MFG SPLICE GROUT CELL IdI REINFORCEMENT SEE SOLID PER PLANS GRADE w °� ° °d ° d AI.I FOUNDATION PLAN 4 ' \„I o _' � ° �e - - .- w o 4 a a °' I 'do ° r I: FOR QUANTITY c�. O A .. a. ♦ 00 a', °., ��, �'�]� —:r w °nom —III--III--III. _I _ ° -A.— _ �. • ° `'� - d z f. �, ° CA .r ... •b'. THRESHOLD PER MFG e d 4A - ° . . J. #5 x 25" x 25" CORNER d..' 4 ° 4.°. ° . w o� BAR ONE FOR EA. cco n _ ° r o o O iIIIl,lplpq'u dOly 4 : a . d . e ° ° b I' HORIZONTAL U i = vi !•� ° _I111-_ I — o U 1p,, ° ° . a e ....—. _ e CONC. SLAB PER w - -I �3J ° I — 8 1-�..._I I =1d' ° ° 1 �° - = ' I ° '. a 4 ° �.1 . REBAR, TYP. U.N.O. FOUNDATION PLAN _III I - o o ° ° _ .� ° – � I - . ° � d ° I a �. , _... - — _ O z III LI_II;, I 111 III..I�I 11 _ ° d ° M = � � w A ° o .._II-' ° �___�_°__ _III I I1-1 � MM a ° e !°° ° .. (2) #5 BARS CONT. --III=1 1111 I I III- I-'-1 U pr>0 w I — — — °' SLOPE W/ 3 COVER TYP.; @ 1--4� 0 v I._ I -I I.I I: _.. _.___ (2) #5 CONT. w/ 3" (2) #5 CONT. w/ 3'� L-- -- I--- J _. 16" MIN. - I : COVER TYP. O� > "d 2 -STORY CONDITION 1' 4" 2 #5 BARS CONT. - - I-- - -� PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" H I11 q,1111111111111 , s� U O ih COVER TYP. -I I -III—I 11-1 1—I (2) #5 BENT BARS w/ WIDE FOOTING W/ 3" COVER TYP. OR GRADE 1/4 PER CLEAN COMPACTED MIN. 25" LAP SPLICE CLEAN COMPACTED FILL @ 95% STANDARD FOOT AWAY FROM @ ° � O� WHERE 2ND STORY OCCURS, FTG BUILDING FILL 95% STANDARD Q SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT DENSITY FILLER v Yd =0 FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL, CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL gF31 FOOTING AT INTERIOR BEARING WITH CMU V; 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" V ) �J #5 DOWEL W/ MIN. 6" #5 CONTINUOUS ANCHOR PER BRG. z ® FILLED CELL PER PLAN WOOD POST PER PLAN CONC. SLAB PER CONC. SLAB PER EMBED. INTO MAIN WALL SCHEDULE. IF o ,/�,,,� ( FOR SIZE AND BASE FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON #4 BAR @ 48" O.C. W/ 2 1/4" CURB REQ. ANCHOR CONNECTION EPDXY @ 12" O.C. MIN. 32" BEND INTO SHALL HAVE 6" MIN. W SLAB EMBED. BELOW W GARAGE TOP COURSE TO BE CONCRETE STAIRS AS BOTTOM OF CURB. CHAIR BLOCKS. REQ'D PER GRADE W/ CONCRETE SLAB PER OPT CURB PER 0 ENTIRE BASE TO BE MIN (1) #5 BAR @ PLAN MF04/SD1 Z z FILLED SOLID NOSING ADD #5 CONT. WHEN TOP VIEW 0- CORNER SEE ELEVATION STIRRUPS REQUIRED 2 x P.T. SILL PLATE O CONC. SLAB PER FOUNDATION PLAN CMU BASE w/(1)#5 p'. °° °°' A a ;°.' ° _Q °:° SEE �....;. O a GARAGE WALL VERTICAL @ EACH - ____ __ +,, �' o -- - --- �'. PLAN I - -- — ° ': �'ll ,.° _ V CORNER. SEE FLR. - - - — — — _ BEYOND a °. d --1 I-1 I= - °' A, I oo ch — i— I -,m _ °: ° h.. a I �qa' _ PLAN FOR BASE SIZE ° ° d a q : r 9 . c0 M STIRRUPS @ 48 - Lir }- " .. �'. z (2) #5 DIA. BARS @TOP - I �..° z (2) #5 DIA. BARS @ TOP Y_ I �...° . 4 . ° w z 0 C WHEN MONO " _ o W Z DRIVEWAY BY d O - - ° ° ° ° ° fn g z ¢ DEPTH EXCEEDS I I ' �. WHEN MONO DEPTH - - i < ..� °.. WHEN MONO DEPTH I d " w Ia .�. I`. o F- O BUILDER- CONCRETE SEE FOUNDATION FOR 4 ° EXCEEDS 26", IF = a I, F- EXCEEDS 26",IF ° I °° . a $ p 26". IF LESS THAN . ° " I �� III -1I_ _I v OR PAVERS PAD SIZE F- w DEPTH < 26" THESE _ ° -0 ° DEPTH < 26 THESE -- III °. h ° ~ 26" THESE 1— �' 4 " I :�' ►� ...._ i p. I. 'a e ° w w BARS ARE NOT REQ'D �I . a I BARS ARE NOT REQ'D .aa -' :.... .4' �-- IF °. GRA E STIRRUPS ARE NOT —1 �. a .' d CONC. SLAB OR a ° > w - _ ° A .I : GRADE °,� 4 a Q D rd . .. — — w e., W a " ° . #3 STIRRUPS 48 a RE I L.. - - I W O PAVERS PER PLAN A L °°.. 4 I Ov v7 #3 STIRRUPS @ 48 �_ --I I I.4 - - i. I @ _ _ ° IIII I I_._z O.C. WHEN MONO I ° M O.C. WHEN MONO ----. _ I I a ' - -- z ,. III-._..-- -I I - I��—I I ° .. "I I DEPTH EXCEEDS 26", „ - I I - DEPTH EXCEEDS 26", - III= -III-I - (3) #5 CONT. W/ 3 MIN - 8.. _ CLEAN COMPACTED °.'. :a ° < °I°.. .. n' '. I IF DEPTH <26" THESE - a�°.- , a' '.. '�. - 1'-4" i i Ili i Ii =,A1 I- IF DEPTH 26 THESE '= �. BARS ARE NOT H 'D T COVER ON CHAIRS FILL @ 95% STANDARD s a I I _I 1_. - II _� _. ° �. % d'. a -- BARS ARE NOT REQ'D L__tl., I Q -) I Vit° L� _ SEE PLAN FOR STAIR INFO. IF I I DENSITY _ - CLEAN COMPACTED CONCRETE STAIRS ARE FORMED & „ –I 11— ° _ La-� _ 1 — 3 COVER TYP. ° 4 - (2) #5 BARS CONT. W/ „, I =�1 1 L_- CLEAN COMPACTED (2) #5 BARS CONT. W/ I__ ;'_I CLEAN COMPACTED FILL @ 95% STANDARD POURED, PROVIDE (1) #5 @ EACH STEP, CLEAN COMPACTED ° _ 1'_4" FILL @ 95% STANDARD 3" COVER TYP. 1 - -1'-4" -I - ° " a. .d FILL @ 95% STANDARD - i I- - - - -I 3" COVER TYP. - FILL @ 95 /o STANDARD DENSITY &TERMITE DRILL AND EPDXY (2) 12 LONG #5 BARS � DENSITY DENSITY - DENSITY TREATED W/ 3" MIN COVER @ EA. END OF STAIRS "� THICKENED EDGE @GARAGE DOOR AR�FOOTING @ENTRY MASONRY COLUMN AF2 DEEP MONOLITHIC FOOTING AF2 DEEP MONOLITHIC FOOTING W/ STAIR F2 DEEP MONO INTERIOR STEP DOWN Q CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Z cS O TOP (2) #5 x 4'-0" Z F- CENTERED AT PIPE PVC OR SCH40 SLEEVE O PENETRATION O -j -J w a 4 D W Q 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE - _ O FINISH PER ELEV. CENTERED AT PIPE I I==_ =III �_ I O Lo 0 8 C.M.U. FINISH PER PENETRATION _ I I _ M to FINISH FLOOR ELEV. N z— .4 a1100 FINISH FLOOR °D - = - ° 4 I—I O J Z PENETRATING _ I I 1- I- .J W It U � PIPE PENETRATING PIPE _� ---- I :� I—I � I=1 I � — — _ W �' 0 SOONER �! _ •+ .'' GRADE Q . (I SEE FDN. - -- Q 0 = - .. �, 1 I PLAN FOR -I O V ° LOOP TIE (TYP.) o = — - -I °° " - — I SIZE &REINF. .. — — • , ' - � _' M � M d + \,_ �---� � -eV-- • PIPE PERPENDICULAR TO FND � a' - 21 1z FOOTING PER PLAN z I _�-I - TOP (2) #5 x 4'-0" -__ ....._.. — I—I -- I � � CENTERED AT PIPE STRUCTURAL ENG_ CFG BAD '- III= I 1=III- i° PENETRATION -i PVC OR SCH40 SLEEVE DRAFTING: FOOTING P — I /_- CLEAN COMPACTED — I VIII III— I I I p PER PLAN FILL @ 95% STANDARD -1 = ---SE -'— ° a STRUCT: TW ( ) SIDE VIEW DENSITY FOR SIZEAN ti a imv d QC CHECK: -'-- - MRB._------ - (FRONT VIEW) PVC SLEEVE - &REINF.. 7- 9 I=1 L _. a �` -i- JOB No. - _- TM - 2170493 -III I L. 111^ . � _ SCALE: AS INDICATED PIPE VERTICAL THRU FDN 4 11= 11- _ DATE: 03/27/2017. ° ��—IiI-II-- � — 1== (MF141 TYPICAL FOUNDATION PENETRATIONS —� I =:-I I 111:-,-I I 1 NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND z D 1 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. Ad °d •. .4 0 I THICKENED ( 1=II I= EDGE W/ (2);05 -' 1 I-1 I =1 CONTINUOUS 1'-8" CMU BASE w/(1)#5 p'. °° °°' A a ;°.' ° _Q °:° SEE �....;. O a GARAGE WALL VERTICAL @ EACH - ____ __ +,, �' o -- - --- �'. PLAN I - -- — ° ': �'ll ,.° _ V CORNER. SEE FLR. - - - — — — _ BEYOND a °. d --1 I-1 I= - °' A, I oo ch — i— I -,m _ °: ° h.. a I �qa' _ PLAN FOR BASE SIZE ° ° d a q : r 9 . c0 M STIRRUPS @ 48 - Lir }- " .. �'. z (2) #5 DIA. BARS @TOP - I �..° z (2) #5 DIA. BARS @ TOP Y_ I �...° . 4 . ° w z 0 C WHEN MONO " _ o W Z DRIVEWAY BY d O - - ° ° ° ° ° fn g z ¢ DEPTH EXCEEDS I I ' �. WHEN MONO DEPTH - - i < ..� °.. WHEN MONO DEPTH I d " w Ia .�. I`. o F- O BUILDER- CONCRETE SEE FOUNDATION FOR 4 ° EXCEEDS 26", IF = a I, F- EXCEEDS 26",IF ° I °° . a $ p 26". IF LESS THAN . ° " I �� III -1I_ _I v OR PAVERS PAD SIZE F- w DEPTH < 26" THESE _ ° -0 ° DEPTH < 26 THESE -- III °. h ° ~ 26" THESE 1— �' 4 " I :�' ►� ...._ i p. I. 'a e ° w w BARS ARE NOT REQ'D �I . a I BARS ARE NOT REQ'D .aa -' :.... .4' �-- IF °. GRA E STIRRUPS ARE NOT —1 �. a .' d CONC. SLAB OR a ° > w - _ ° A .I : GRADE °,� 4 a Q D rd . .. — — w e., W a " ° . #3 STIRRUPS 48 a RE I L.. - - I W O PAVERS PER PLAN A L °°.. 4 I Ov v7 #3 STIRRUPS @ 48 �_ --I I I.4 - - i. I @ _ _ ° IIII I I_._z O.C. WHEN MONO I ° M O.C. WHEN MONO ----. _ I I a ' - -- z ,. III-._..-- -I I - I��—I I ° .. "I I DEPTH EXCEEDS 26", „ - I I - DEPTH EXCEEDS 26", - III= -III-I - (3) #5 CONT. W/ 3 MIN - 8.. _ CLEAN COMPACTED °.'. :a ° < °I°.. .. n' '. I IF DEPTH <26" THESE - a�°.- , a' '.. '�. - 1'-4" i i Ili i Ii =,A1 I- IF DEPTH 26 THESE '= �. BARS ARE NOT H 'D T COVER ON CHAIRS FILL @ 95% STANDARD s a I I _I 1_. - II _� _. ° �. % d'. a -- BARS ARE NOT REQ'D L__tl., I Q -) I Vit° L� _ SEE PLAN FOR STAIR INFO. IF I I DENSITY _ - CLEAN COMPACTED CONCRETE STAIRS ARE FORMED & „ –I 11— ° _ La-� _ 1 — 3 COVER TYP. ° 4 - (2) #5 BARS CONT. W/ „, I =�1 1 L_- CLEAN COMPACTED (2) #5 BARS CONT. W/ I__ ;'_I CLEAN COMPACTED FILL @ 95% STANDARD POURED, PROVIDE (1) #5 @ EACH STEP, CLEAN COMPACTED ° _ 1'_4" FILL @ 95% STANDARD 3" COVER TYP. 1 - -1'-4" -I - ° " a. .d FILL @ 95% STANDARD - i I- - - - -I 3" COVER TYP. - FILL @ 95 /o STANDARD DENSITY &TERMITE DRILL AND EPDXY (2) 12 LONG #5 BARS � DENSITY DENSITY - DENSITY TREATED W/ 3" MIN COVER @ EA. END OF STAIRS "� THICKENED EDGE @GARAGE DOOR AR�FOOTING @ENTRY MASONRY COLUMN AF2 DEEP MONOLITHIC FOOTING AF2 DEEP MONOLITHIC FOOTING W/ STAIR F2 DEEP MONO INTERIOR STEP DOWN Q CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Z cS O TOP (2) #5 x 4'-0" Z F- CENTERED AT PIPE PVC OR SCH40 SLEEVE O PENETRATION O -j -J w a 4 D W Q 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE - _ O FINISH PER ELEV. CENTERED AT PIPE I I==_ =III �_ I O Lo 0 8 C.M.U. FINISH PER PENETRATION _ I I _ M to FINISH FLOOR ELEV. N z— .4 a1100 FINISH FLOOR °D - = - ° 4 I—I O J Z PENETRATING _ I I 1- I- .J W It U � PIPE PENETRATING PIPE _� ---- I :� I—I � I=1 I � — — _ W �' 0 SOONER �! _ •+ .'' GRADE Q . (I SEE FDN. - -- Q 0 = - .. �, 1 I PLAN FOR -I O V ° LOOP TIE (TYP.) o = — - -I °° " - — I SIZE &REINF. .. — — • , ' - � _' M � M d + \,_ �---� � -eV-- • PIPE PERPENDICULAR TO FND � a' - 21 1z FOOTING PER PLAN z I _�-I - TOP (2) #5 x 4'-0" -__ ....._.. — I—I -- I � � CENTERED AT PIPE STRUCTURAL ENG_ CFG BAD '- III= I 1=III- i° PENETRATION -i PVC OR SCH40 SLEEVE DRAFTING: FOOTING P — I /_- CLEAN COMPACTED — I VIII III— I I I p PER PLAN FILL @ 95% STANDARD -1 = ---SE -'— ° a STRUCT: TW ( ) SIDE VIEW DENSITY FOR SIZEAN ti a imv d QC CHECK: -'-- - MRB._------ - (FRONT VIEW) PVC SLEEVE - &REINF.. 7- 9 I=1 L _. a �` -i- JOB No. - _- TM - 2170493 -III I L. 111^ . � _ SCALE: AS INDICATED PIPE VERTICAL THRU FDN 4 11= 11- _ DATE: 03/27/2017. ° ��—IiI-II-- � — 1== (MF141 TYPICAL FOUNDATION PENETRATIONS —� I =:-I I 111:-,-I I 1 NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND z D 1 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 71 F. 41i. j I 07 w , j z ENTIRE COLUMN TO d BE GROUT FILLED W W U.N.O. ft1 4. ■ ° I ar Fir PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL F t (1) #5 VERTICAL IN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ GROUT FILLED CELL (IF V REQ'D PER PLAN) F CMU WALL PER PLAN (5) 3/8" DIA. J -BOLT W/ NOTE: SEE MD08 ON t LINTEL PLAN FOR SUPPLIED BY A/C ADDIT'L REBAR INFO COMPANY VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16' OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW ' CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS a PFR 2YR .. ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE NAILING SCHEI 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. 01 HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK OI COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL ARCH PER ELEV 2x6x12 P.T. CENTER BUCK 3/8" DIA. ANCHOR CENTERED GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING SEE PLAN FOI FRAMING INF( BLOCKING PE WALL SCHEDI (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT, STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS 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 1/2"=1 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/CMU — HEADER (SEE PLAP 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 3/4"=11-0" PT BASE PLATE BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) ?x W/ (2) 16d TOE NAILS EACH 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 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D WATERPROOFING BY BUILDER 2x BUCK DETAIL r �I (2) 2x TOP PLATE (2) 2x PLATE � I SPF CONT. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ CHORD WITH (4) 10d V MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ I CMU WALL PER PLAN (5) 3/8" DIA. J -BOLT W/ SCAB IN EACH TRUSS FOR BEAM SIZE STRUCTURAL SUPPLIED BY A/C SHEATHING ON BOTH COMPANY (3) 10d NAILS TYPICAL SHEATHING ON BOTH 5-1/2" EMBED. AT EA. THREADED ROD PER 2x4 'X' BRACE ACROSS IAIV GALVANIZED FLASHING SIDES FROM TOP OF C„ WALL TO BOTTOM OF (4) EQ. SPACED 1. TITEN HD ANCHORS w/ DOOR BRACKET, EA. PLANS. MIN, 6” FROM '/16" OSB EACH SIDE, BEAM. ATTACHED PER NAILS RADIUS AS REQ'D BEAM. ATTACHED PER 2 SIDE OF DOOR. END OF BRG. WALL/ BETWEEN TRUSSES NAILING SCHEDULE TOENAILED TO MIN. 1 a"" EMBEDMENT FOR HOLLOW DOUBLE TOP PLATE w/ PROVIDE 1-1/2" x 3/16"MASONRY WALL �, 2x4 VERTICAL @ 24" STANDARD TRUSS — TRUSS PER PLAN BLOCK OR 3 1/2" EMBEDMENT FOR SOLID THICK WASHER W/ EA. FLASHING FRAMED WALL PER PLAN + 4+ BLOCK. MAX. 6" FROM TOP AND BOTTOM ANCHOR. (1st BOLT TO CHORD &3 10d NAILS ( ) + A 2x PLATES OVER ROOF DECK PER VALLEY K OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" ` BE 8" MAX. ABV. CURB, BASE PLATE '-''-- (4) 16d COMMONS B DOUBLE TOP PLATE B QI i + + NAILED @EACH END FROM TOP AND BOTTOM AND 12" O.C. REST EQ. SPACED CONNECTION PER BRGBETWEEN + /2x4 P N H3 H4 OR H5 EA. END OF TRUSS OR C SIM SO GALVANIZED FLASHING BLOCKING W/ 2 C H O -24" O.C.) WALL SCHEDULE D O S END 16d COMMONS 2x4 BLOCKING W/ (2) +++ NAILED TO VERTICAL E TRUSS PER PLAN OR CONV. FRAMING w/ ,m,y / E / 16d COMMONS END 2x4's JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF '' 1/2"=1 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/CMU — HEADER (SEE PLAP 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 3/4"=11-0" PT BASE PLATE BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) ?x W/ (2) 16d TOE NAILS EACH 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 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D WATERPROOFING BY BUILDER 2x BUCK DETAIL r �I (2) 2x TOP PLATE (2) 2x PLATE � I SPF CONT. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ CHORD WITH (4) 10d 2 2x #2 SYP SEE PLAN ( ) MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 2x4 #2 SYP BLOCKING _x4 3LOCKING ATTACH TO STRUCTURAL SCAB IN EACH TRUSS FOR BEAM SIZE STRUCTURAL SUPPLIED BY A/C SHEATHING ON BOTH COMPANY (3) 10d NAILS TYPICAL SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF 2x4 'X' BRACE ACROSS IAIV GALVANIZED FLASHING SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER NAILS RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE LAP W/ (2) 16d NAILS BETWEEN TRUSSES NAILING SCHEDULE FO SIDE & TOP NAILER OTHERWISE SP2 CLIPS N BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED AF6�KNEEWALL AT DOWNSET BEAM 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 CHORC SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C F g O COMPANY (3) 10d NAILS TYPICAL &FRAME AT EACH TRUSS 2x4 'X' BRACE ACROSS IAIV GALVANIZED FLASHING LENGTH OF CONT. ROOF SHEATHING NAIL PER PLAN SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MI NAILS (2) BAYS PAST A/C (1) SPH4 EVERY OTHER STUD TO LOCATION. MIN (3) BA 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYF TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ 2x4 FRAMED CRICKET 10d NAILS @ 4" O.C. �, 2x4 VERTICAL @ 24" STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FLASHING FRAMED WALL PER PLAN + 4+ KNEEWALL AT UPSET BEAM 3/4"=1'-0" PRE -CAST LINTEL PER PLAN FASTEN PT 2x BUCK ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3 1/2" 12" O.C. 1 3/16" x 3 1/2.. 191, .._..-- _. _ _ _ .._.. 2x8 3/16" x 3 1/2" 12" O.C. 2 TO MASONRY NOTES: 1. 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6" z FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF 0 BUCK. TAPCONS SHALL HAVE AT LEAST 1" PENETRATION INTO CMU. 2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK V 3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS W P.T. BUCK PER DOOR (FASTENING) ARE MET D 4. BUILDER SHALL FOLLOW DOOR/WINDOW MANUFACTURER'S WRITTEN MANUFACTURER'S SPECIFICATIONS. SPECIFICATIONS. W 1/2"=1 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D CD m w A• ; y ap STRUCTURAL . • '� 0 O ®� : Y o SHEATHING o ¢ 0% Z _ Z TYP, TRUSS TO FRAME "�%• ' ? CONNECTION PER • ee STD. CONNECTOR ss®��• ••®®�o�® ®®� Z p NOTES �'®/x/116 11� ® } O FRAME OUT TO BLOCK EDGE U_ l 1/2"x 8" ANCHOR BOLT (2) 2x TOP PLATE(2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32"�, o - (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY o O.C. & 6 FROM EACH FOR BEAM SIZE I IF OPENING PROVIDED M • END PER PLAN)o MIN. 2x4 SPF #2 KNEE3 , 2x PT BOTTOM WALL w/ STUDS @ 16" a U O o PLATE I O.C. w/ STRUCTURAL a" z SHEATHING FROM U 0 PRECAST LINTEL OR I BOTTOM OF WALL. OF WALL TO . ° z a KNOCK OUT COURSE Z StiO4 ATTACHED PER ie NAILING SCHEDULE .a MASONRY WALL OTHERWISE SP2 CLIPS - BUILDER FRAME AT TOP AND SP1 CLIPS RADIUS AS REQ'D AT BASE ARE REQ'D OIn ca Q m AFO KNEEWALL OVER MASONRY WALL M U) ROOF SHEATHINGz ATTACH PER NAILING c J (� SCHEDULE < W STANDARD TRUSS a W 06 zp TOP CHORD VARIES Q" Q (D F TRUSS WEBS NOT - J SHOWN FOR CLARITY PRE -ENG, TRUSS PER Z a PLAN, 24 O.C. MAX ��// 2x4 #2 SYP CROSS LL � BRACING (AT 45°) W/ ROOFING MATERIAL vi (3) 12d NAILS TO RAT PER ARCHS rnW W Z RUNS. TYP EACH SIDE Z SEE FRAMING PLAN x J ' t 1 p CONDENSATE FOR CONNECTION c F— LLI DISPOSAL BY A/C INFO � F- / 1� SUPPLIER SEE ELEVATION w �,J TOP OF MASONRY CONNECTION TO BE W SUPPLIED BY A/C _ SEE ARCH PLANS FOR U) COMPANY OVERHANG INFO (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. A34 OR LUS24-2 EACH FOR O.H. END TYP. SINGLE TIE -BEAM •m W/ (1) #5 CONT. GROUT SOLID Q O Z W 0 PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" 3/4"=1'-0" IIIII`DF01DORMER FRAMING DETAIL NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ D �MoCHIMNEY FRAMING DETAIL 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 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 & AS EE cv F— WINDOW PER > 0 F-, FLOOR PLAN O � W PRECAST CONC. OR D Y POWERS STEEL SILL � 0 1 TYP. @ ALL WINDOWS O 00 0 N � EXT FINISH PER PLAN O J Z 1 � w ��O Q 0 = FLOORoiL , O F— ELEV 0'-0" _A CONC. SLAB - ,�.... SEE FOUNDATION VERT REINF. BEYOND + —_ � STRUCTURAL ENG: CFG /BAD PLAN FOR MORE INFO I l-� MASONRY WALL PER - STRUCT:- - TW I- PLAN QC CHECK: MRB SEE FOUNDATION JOB No TM- 2170493 DETAILS FOR FTG INFO qq SCALE AS INDICATED DATE: 03/27/2017 fiso TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" SD2 >SOCIATES, LLC is strictly prohibited. 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED — FLUE PER MANUF. O CHIMNEY CAP SPECS W/ 2" MIN. //4 LSTA18 32 O.C. STUD TO PRE -ENG TRUSS, SLIT @ F TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE F g O ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT &FRAME \ WITHIN 10'-0" OF THE GALVANIZED FLASHING O CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF EXT. SHEATHING D O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END ROD I � °, �� TO TOP CHORDS OF TRUSSES BELOW WHEN �' (1) SPH4 EVERY OTHER STUD TO ATTACHED PER NAILING SCHED. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ✓ DOUBLE TOP PLATE // BELOW AND CONNECT w/ HTS20 @ 32" O.C./� 2x4 FRAMED CRICKET �, 2x4 VERTICAL @ 24" W/ GALVANIZED PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW �I � O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM + 4+ � H A CHORD &3 10d NAILS ( ) + A 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE ` FRAMING DETAIL ;, i � IF WALL HEIGHT IS '-''-- (4) 16d COMMONS B DOUBLE TOP PLATE B BETWEEN 4FT & 8FT, + + NAILED @EACH END G O I USE 2x6 SYP #2 STUDS + /2x4 P N H3 H4 OR H5 EA. END OF TRUSS OR C SIM SO GALVANIZED FLASHING BLOCKING W/ 2 C H O RAFTER D O S END 16d COMMONS 2x4 BLOCKING W/ (2) +++ NAILED TO VERTICAL E TRUSS PER PLAN OR CONV. FRAMING w/ ,m,y / E / 16d COMMONS END 2x4's JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF '' NAILED TO VERTICAL FINISH PER ARCHSFIN ., 2x4's + + G + + G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 TRUSS PER PLAN O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED IIIII`DF01DORMER FRAMING DETAIL NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ D �MoCHIMNEY FRAMING DETAIL 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 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 & AS EE cv F— WINDOW PER > 0 F-, FLOOR PLAN O � W PRECAST CONC. OR D Y POWERS STEEL SILL � 0 1 TYP. @ ALL WINDOWS O 00 0 N � EXT FINISH PER PLAN O J Z 1 � w ��O Q 0 = FLOORoiL , O F— ELEV 0'-0" _A CONC. SLAB - ,�.... SEE FOUNDATION VERT REINF. BEYOND + —_ � STRUCTURAL ENG: CFG /BAD PLAN FOR MORE INFO I l-� MASONRY WALL PER - STRUCT:- - TW I- PLAN QC CHECK: MRB SEE FOUNDATION JOB No TM- 2170493 DETAILS FOR FTG INFO qq SCALE AS INDICATED DATE: 03/27/2017 fiso TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" SD2 >SOCIATES, LLC is strictly prohibited. SIMPSON FI DIAGONAL TO BEAM PT 2x8 PLT., CANT. F CLG. NAILING SURF/ PROVIDE 16d NAILS GABLE END TRUSS 7 PLT.@12" O.C. MAX. CMU WALL OR LINTE BELOW BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" = TO BLOCKING GABLE END O.C. NOT REG'D 6' AF A PROVIDE 2x4 BRACE FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN PER PLAN SPLICE AS REQ'D lit SHEATHING FASTEN FASTEN TO DIAG.w/(2) �-- 45° PER PLAN. 16d NAILS. err it a a rr►®IW CONTRACTOR TO FIELD VERIFY WHICH ® a CONDITION IS REQUIRED. CONTACT EOR -- �"�� --- SIMPSON H10A DIAG. `o � �... ®®•o°q°°°°••®® �/® �®i FOR ADDITIONAL INFO AS REQ'D •4i 0) el ®.��'y� TO BLOCKING • S2 O P• J '� SIMPSON A23 @ EACH A35 DIAGONAL TO --� -- BRACE TO PLATE TRUSS BOT. CHORD WHERE O.H. IS > 1OK DROP GABLE BRACING + W 3 1/4" HOLD 1/2" J -BOLTS w/ 4'-8" < H:6 T-0" (1) 2x4 BRACE WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H 418'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2),16d ~ SEE GABLE z TOENAILS EA. END GABLE BRACING @ 48" NAILING I e'® ®•• ®• G,�`®® Q M 2x TOP PLATE TO U_ CONNECTION DETAIL O.C. O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. SEE ELEV. FOR NOTE: ALL GABLE TO RUN BACK TO 1ST COMMON NAILS EA. END. @ Q ®®®®s� •� ®� ® FRAMING FOR FALSE L L BACK TO @ 6" O.C. DIAGONSTRONAL DIAGONAL FOR REQ'D HORIZONTAL (+/- 10°) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** � ®'®, ®d!/ I BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF O.H. SIZE BRACING IS TO BE TRUSS WITH (3) 12d TOENAILS. BLOCK ADJ. BAYS @ 0 GABLE VERTICALCU BRACE NOT REQUIRED I I GEO GABLE END AT VALLEY FRAMING Its® Q ? SHEATHING NOT REQ'D SHEATHING NOT REQ'D SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH SYP#2 OR BETTER EA.DIAG. AS SHOWN. SHEATHING PER PLAN SHEATHING PER PLAN ,. , O 16" O.C. I TO BE CONT. @ THE TO BE CONT. @ THE (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SIMPSON META16 @ Lj SEE PLAN FOR W �•J CEILING NAILER AS 1/2" x 8" J -BOLT @ 32" 2x4 ATTACHED TO EA. DTC CLIP, (2) 8d NAILS tA TRANSITION FROMTRANSITION FROM I SHEATHING TO 1'-0".MAX PLYWOOD CANT. O.H. - GABLE 2x4 BRACE WITH — 32" O.C. GABLE TRUSS - - LJJ X REQ'D PROVIDE BLOCKING TRUSSES : � . -- � l ��./ BEAM TO GABLE WALL TO GABLE BLOCKS w/8d NAILS SEE ELEV. FOR BETWEEN TRUSS BAYS I o 0 MAIN SPAN ROOF TRUSS TRUSS SI @ 6" O.C. O.H. ZE � \ CONT. 2x4 WHERE O.H, IS > V-0", DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE DROP END GABLE w/ @ 48" O.C. TO 3RD OUTLOOKERS @ 24" Z FASTEN SIDE WALL \ \ BAY REQ'D w/ O.C. TO RUN BACK TO O BEAM PER PLAN SHEATHING PER PLAN. STRONGBACK, SEE 1ST COMMON TRUSS (5) 16d NAILS BRACE \ \ CHART WITH (3) 12d TOENAILS. IZ TO BLOCKING \ GABLE BRACING (+) CT DROP EXT. SHEATHING; \ SEE CHART GABLE WITH H2.5 CLIP. GABLE (, SIMPSON H10A ATTACH PER PLAN MAX 2'-0" O.H. DIAGONAL TO TOP PROVIDE 2x4 BRACE _ U)PLATE W TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D ` '---- CONT. 2x4 BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" = TO BLOCKING GABLE END O.C. NOT REG'D 6' AF A PROVIDE 2x4 BRACE FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN PER PLAN SPLICE AS REQ'D lit SHEATHING FASTEN FASTEN TO DIAG.w/(2) �-- 45° PER PLAN. 16d NAILS. err it a a rr►®IW CONTRACTOR TO FIELD VERIFY WHICH ® a CONDITION IS REQUIRED. CONTACT EOR -- �"�� --- SIMPSON H10A DIAG. `o � �... ®®•o°q°°°°••®® �/® �®i FOR ADDITIONAL INFO AS REQ'D •4i 0) el ®.��'y� TO BLOCKING • S2 O P• J '� SIMPSON A23 @ EACH A35 DIAGONAL TO --� -- BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" 3 1/4" HOLD 1/2" J -BOLTS w/ 4'-8" < H:6 T-0" (1) 2x4 BRACE WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H 418'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w MAX. ATTACHMENT w/ (3) 10d = SEE GABLE z TOENAILS EA. END GABLE BRACING @ 48" NAILING I e'® ®•• ®• G,�`®® Q M 2x TOP PLATE TO U_ CONNECTION DETAIL = U GABLE END W/ 16d it ed O.C. MAX. 45° FROM FOR o m NAILS @ 6" O.C. O ®®®®s� •� ®� ® FRAMING FOR FALSE L L BACK TO @ 6" O.C. DIAGONSTRONAL DIAGONAL FOR REQ'D HORIZONTAL (+/- 10°) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 T-0" (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 418'-8" STRONGBACK W/ (2) 2x4 BRACE a BEAM, IF REQ D w/ (3) HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS BRACE _— 2x4 BRACE IF REQ'D _ -- ' SEE CHART. @ @ I Lu, W OG ®� O LLL 00 I WALL W/ UPLIFT wTO co N `"'— PROVIDE 2x BLOCKING LO A `, Y _j FOR REQ'D MAY ALSO BE SEE GABLE U GABLE BRACING @ 48" NAILING I e'® ®•• ®• G,�`®® Q �j CONNECTION DETAIL CONNECTIONS MASONRY) O.C. MAX. 45° FROM FOR RAKED DOUBLE TOP PLATE ®®®®s� •� ®� ® SHEATHING COVERING IF REQ'D BACK TO @ 6" O.C. DIAGONSTRONAL DIAGONAL FOR REQ'D HORIZONTAL (+/- 10°) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** I ®'®, ®d!/ I ZQ Q O CONNECTIONS GABLE VERTICALCU BRACE NOT REQUIRED I I GEO GABLE END AT VALLEY FRAMING Its® Q o 6' FROM EAVES. TRUSS PER PLAN SHEATHING PER PLAN ,. , O 16" O.C. I I SIMPSON META16 @ Lj SEE PLAN FOR W �•J CEILING NAILER AS 1/2" x 8" J -BOLT @ 32" 2x4 ATTACHED TO EA. DTC CLIP, (2) 8d NAILS tA SUPPORT AND TIE I GABLE 2x4 BRACE WITH DOWN OF JACK 32" O.C. GABLE TRUSS LJJ (2) 10d NAILS REQ'D PROVIDE BLOCKING TRUSSES : � . -- � l ��./ BETWEEN TRUSS BAYS I o 0 MAIN SPAN ROOF a BEAM, IF REQ D w/ (3) HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS BRACE _— 2x4 BRACE IF REQ'D _ -- ' SEE CHART. @ @ I @ 48" O.C. FOR FIRST 3 SEE GABLE C4 BAYS WALL PER PLAN CONNECTION DETAIL o (FRAME WALL SHOWN; ^ w 0 of wgy1 4 Illlll,il,'p" 1�lld' I WALL W/ UPLIFT wTO co N TIE BEAM COURSE w/ (1) 2x4 STUDS 24" O.C. w/ I FOR REQ'D MAY ALSO BE i-�-�I U 3J o I #5 CONT. SINGLE BASE & TOP PLATE w/PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM \ CONNECTIONS MASONRY) W 0 RAKED DOUBLE TOP PLATE CONNECTION SHEATHING COVERING IF REQ'D BACK TO @ 6" O.C. DIAGONSTRONAL DIAGONAL ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** I ° U I Z O CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICALCU I I GEO GABLE END AT VALLEY FRAMING Q o 2ND 2x4 BRACE IF S x I-- REQ'D, SEE CHART �k�c�c • Z 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING A -A GABLE VERTICAL BRACING 2x60��titi O 10d COMMON NAILS @ M 8" O.C. Q ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN 3/4"=1'-0" / 3/4"=1'-0" % 3/4"=11-011 2x4 BLOCKING @ EA. — PROVIDE 2x BLOCKING OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d (2) 2x TOP PLATE Z ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. o J (D 2'-0" MAX. SPAN 2'-0") w/ (2) 16d STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING y (A END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN OUTLOOKER OR CUNV. FRAME OR x < Lou � $ s TO STUD) TRUSS PER PLAN SEED HEADER PLAN; CANTILEIVER 06 VALLEY TRUSSES PER 2x FASCIA w (2) 16d DTC CLIP, (2) 8d NAILS PLAN SCHEDULE & NOTES !i INTO BLOCKING, (4) 8d W 0 END NAILS @ EA. 2x4 #2 SYP P.T. FOR ADDT'L INFO. �"NAILS INTO TOP PLATE " SIMPSON LSTA12 OR Z � OUTLOOKER BLOCKING @ 24O.C. (2) 16d TOE NAILS - ( r) 1- SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ -� — HOLD WALL 3-1/2" @ EACH ENDI GABLE TRUSS 24 o.c. IF HEADER WITH DOWN FOR DOUBLE TOP PLATE UPLIFT SPAN 4'-6" OR Z lo 011'-9" MAX. OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d I MORE. EXT. SHEATHING; �/ 0 HEADER PER PLAN IF NAILS @ EACH WEB I ATTACH PER NAILING L.L U REQ'D. MIN (1) JACK & Z EXTERIOR SHEATHING. SCHED. Q (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN I 2x DOWNFRAME TO DOOR AS REQ'D (2) 16d NAILS TO EA. o W H U IL FROM TOP OF WALL I Z LSTA18 HEADER TO I --� Z VARIES ---1- WALL SPLICE DETAIL FOR REQ'D FLASHING @ @ I STUDS TYP. BASE I WALL W/ UPLIFT wTO •n BOTTOM I I COMMON TRUSS W 0 RAKED DOUBLE TOP PLATE CONNECTION N 2x8 #2 SPF STUDS AT I I I I GEO GABLE END AT VALLEY FRAMING Q - n SHEATHING PER PLAN ,. 16" O.C. I I SIMPSON META16 @ W �•J CEILING NAILER AS 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS I 32" O.C. GABLE TRUSS LJJ REQ'D : � . -- 2x8 #2 SYP PT BASE I MAIN SPAN ROOF NOTE: PROVIDE ADDIT'L O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR I 1/2 THREADED ROD TO MASONRY. AT = PLATE W/ 1/2" x 8" I TRUSS BLOCKING AS REQ'D END w/NUT &WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN EA. SIDE OF HEADER WOOD WALL E Cn 2x8 O.C.SPF STUDS @ LINTEL SEE PLAN p' ANCHOR BOLT OR I CENTERED w/in TOP PER HIB -91 &TRUSS 16" .TYP. MSTAM-24 TYP. EA. � IN CMU. OR SIMPSON ° � ( LOCATIONS USE UPLIFT CONNECTOR MANU.'S DRAWINGS; SIDE OF EA. STUD, META16 TITEN HD @ 32" O.C. & I I PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) CEILING GYP. BD. IS 2x8 #2 SYP PT BASECENTERED BETWEEN 6" FROM EACH END I STUDS) w/ MIN 7" 32" O.C. MASONRY WALL ,a. I � NOT A DIAPHRAGM PLATE FRAME AND CMU SEE I EMBED. INTO SLAB SHOWN, SEE PLAN STD CONDITION CMU VAULTED CONDITION CMU I � ONLY REQ'D@BRG o CMU WALL PER PLAN WALL SPLICE DETAIL FOR REQ'D FLASHING @ @ I I WALL W/ UPLIFT FOR WOOD OR MASONRY •n GABLE END VAULTED CEILING @ I I I GEO GABLE END AT VALLEY FRAMING Q o _1-01, 3/4 -1I I 01 Z SIMPSON DTC 2 8d I I HEADER STUDS PER cti 11 2x8 RIDGE BOARD O I HEADER SCHEDULE � 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, I U.N.O. ON PLANS _� ~ WAY UP HEIGHT OF (4) 8d NAILS TO TOP Z VALLEY. FASTEN w/ 5 PLATE I Z W 10d COMMON NAILS @ I i V) W EACH END (TYP.) 000 I ATTACH JAMB STUDS W a Y I w I 2x6 RAFTER TO 2x8RIDGE BOAR W/ A35 TRUSS PER PLAN TRUSS PER PLAN FNS G I PER WF0$/SD4 O � � 1 O o ON (1) SIDE OF � y � RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS O ...I Z RAFTER TO OPP SIDE INTO BLOCKING, (2) I W (AS SHOWN) 3/16" x 2 3/4" TAPCONS �Q V ..J W 2x6's @ 24" O.C. MAX. fti IN CMU. OR SIMPSON LLI 2x4 SYP #2 BLOCKING, �^ META16 AT 24" O.C. Q 0 _ P.T BASE PLATE FASTEN SYP OR SPF Od Q H 2 Ih 2x6 (MIN.) PLATE THRU E D NAILS @ EACH SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON END. SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING - _ - - - _ - - - - - - - CHORD OF EACH PLAN LINTEL PER PLAN p OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN < ATTACH W/ (2) 10d VALLEY LFTER NAILS @ EACH TRUSS FRAMING (AOR PRE -ENG AT 24" O.C. STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT_ TW -- J� STD CONDITION FRAME WALL BEARING CONDITION CMU WALL JOBN.CHECK: MMB VALLEY TRUSSES) TO JOB No. - —� TM - 2170493 2x PLATE WITH - - - - SIMPSON MTS12 OR SCALE: AS INDICATED LSTA12 & (5) 8d NAILS DATE: 03/27/2017 - ---- W @ EA. RAFTER TO PLT. 1/2"=1'-0" I \ 3/4"=1'-0" I \\� 1/2"=1'-0" I 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. NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. n� TOP SPLICE @ ' DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD �— PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. — PENETRATION OF WITHIN 48" OF SPLICE MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON 2x SCAB w/ 10d NAILS @ 4" O.C. PSPN516Z W/ (12) 16d 3 NAILS TYP. TOP &BOT. II II II EXT. BEAM PER PLAN ATTACH 2x4 STUDS TO - 2 10d NAILS @ 3" O.C. �' — O TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. Ng OTHERWISE 2x4 WALL BEYOND PLAN AGAINST 2x8 STUDS �B ATTACHED PER tiJ/N (WF08/SD3) II ( II II II III II II I I ATTACH 2x8 STUDS TO - PLAN FOR ADDITIONAL TOP PLATE W/ (4) 12d O7 TOE -NAILS TYPICAL BETWEEN EXT SHEATHING SIGAP AT ALL LOCATION DOUBLE 2x4 TOP NAIL FIELD INSTALLF^ PLATE TOP PLATE TO FRAC PROVIDE 2x4 ON TOP WALL OR PRE - OF 2x8 TO PAD OUT ASSEMBLED WALL TOP PLATE. ATTACH PANEL W/ (2) 10d NA W/ (2) 10d NAILS 3" O.C. N IL O.C. (FOLLOW (SOLID BLOCK W/ 2x6) NAILING REQUIREMENTS THI DETAIL FOR ALL TO[ PLATE SPLICE LOCATIONS) �B,,M/N F TOP SPLICE —� DOUBLE 2x8 TOP PLATE TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 3/4"=1'-0" PLATE ., PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3L SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. 10 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE LL z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING -_-_-_-_ - _-_--_ - w0 _ (1) ROW OF 8d COMMON NAILS @3"O.C. IT I v Q A'= NAIL SPACING g w = � w 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON II I I I I o Q NAILS @ 3" O.C. II I I II II II w O i- 0 NAIL OPENING PERIMETER / 2 ROWS OF 8d 1/2 1/2" II I III III �I- �01 WALL SHEATHING SPLICE, SEE SPLICE DETAIL. MAX 1/8 � U z (D COMMON NAILS @ 3" O.C. w O - O = ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL .. EDGES 6" O.C. U.N.O. ON PLANS 1/2" � 'I ~ w O STAGGER ALL VERT PANEL JOINTS & NAIL W/ 8d - - III II I I III II I I I III I I I I I G NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" z z W 1 1/2" z N N I N N 11�1�1 lo `14 10d x 3" COMM( 10d x 3" COMMON OPP. SIDE z Z U 5 I I I a00 U) ao (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL III 71--�j— OPENIN �01 SPACE BETWEEN PANELS IIII w w �- z � COMMON NAILS @ 3 O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS @ 4" O.C. Q 3 III I I II II II II EXT. BEAM PER PLAN � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES - --=_ice --- TYP. III I I I I I I Ng L p PLAN HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUB PER PLAN III III AROUND OPENING II ( II II II III II II I I 2x STUDS BEYOND, SEE PLAN FOR MORE PLAN FOR ADDITIONAL U_ O i-- -� LL Q O7 TOP & BOTTOM (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXT SHEATHING SIGAP TRUSS CONNECTION W PROVIDE (4)10d x3" INFO O i- z f_ O NAILS AT JOINT VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN III 71--�j— III II II I w= (n IIII II II II � SEE PLAN FOR 11 II IIII CONNECTION Q o III II II II EXT. BEAM PER PLAN 0 I 11 II IIII i IL��I o= U) �� o cn CO --=_ice --- a ��l� ------- O Ng L FLOOR SYSTEM O PLAN U_O `� 5/8" THREADED ROD w/ .0. NUT SET 1N ADHESIVE TOP & BOT., 2x8 TO CUT TO FIT 2x BOTTOM PLATE PLAN FOR ADDITIONAL U�� OPENING SIZE 1 BEYOND SEE PLAN @ 24" O.C. w/ EXT. CDO CORNER COLUMN FRAMING SHEATHING DIAGRAM EXTERIOR SHEATHING SCHEDULE SEE PLAN 3/4"=1'-0" ROOF SHEATHING, NAIL PER PLAN (2) 2x BUILT-UP COL. DOUBLE TOP PLATE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) @ EACH STUD 12d NAILS @ EACH END PRE-ENGINEERED 7SIMPSON LSTA30 W/ — ROOF TRUSS - SEE / (22) 10d NAILS (ALL z FRAMING PLAN FOR CORNER CONDITIONS SPACING �— EXTERIOR SHEATHING STRAP AROUND w NOTE: 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED SEE PLAN FOR NAIL PER PLAN TALLER STUD) W CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING C SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE �--- PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x EXT. BEAM PER PLAN -- -----_ — UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. 2x4 SYP #2 LEDGER. EXT. BEAM PER PLAN -- -----_ — PT POST PER PLAN LAP BEAM PLYS AND BLOCKING @ 24" O.C. NAIL AS SHOWN (5) 10d SDS SCREWS @ 16" NAILS PER PLY MORE INFO & w/ (2) 16d END NAILS EXT. BEAM PER PLAN HTS20 CLIP FROM CONNECTION POST TO BEAM EACH END PLAN VIEW @ TOP OF POST O z COMMUNITY SPECS PT POST PER PLAN + + ABU POST BASE PER PRE-ENGINEERED PLAN ROOF TRUSSES @ 24" 5/8" THREADED ROD w/ .0. NUT SET 1N ADHESIVE TOP & BOT., 2x8 TO SEE FOUNDATION �. 4, .. , i i � � PLAN FOR ADDITIONAL U�� INFO SIDE VIEW @ BASE OF POST @ 24" O.C. w/ EXT. CDO CORNER COLUMN FRAMING W (2) 2x TOP PLATE -H ATTACH 2x TO BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. (2) 2x TOP PLATE BLOCKING GYPSUM WALLBOARD CMU WALL PER PLAN JOINT, MAX. 1/ NAILING PER SCHEDULE 2x4 BLOCKING PLACED FLATWISE (2) 16d NAILS EACH END DTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. II %ILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO I =MOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING VERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS '4 N qA TO � CTS. TRi,_ 1-1/2"=V-0" 10d x 3" COMM( OPP. SIDE (2) 2x COLUMN 2 1/2" EDGE (2) 2x8's W Q EDGE DISTANCE cl OUTSIDE (2) 2x4's PER VjAIL C 1 2" 10010z Q L cn 00, ( DISTA DETAIL O z Q a V) 00 NCE PER INSIDE PLY NAILS NAILED AT 8" O/C w STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X`S (3+) 2x COLUMN A ®®o®®e�a'aa�s►r®B®®® ® • ?/ <r ROOFFASTEN OV Sc Tp ROOF SHEATHING, FASTEN PER PLAN 2x4 SYP #2 LEDGER. lzl� SEE TRUSS PLAN FOR �R<qp cTyORoss BLOCKING @ 24" O.C. 10dx3" SDS SCREWS @ 16" MORE INFO & MORE INFO & w/ (2) 16d END NAILS TO GABLE END STUDS CONNECTION CONNECTION EACH END ti O z COMMUNITY SPECS TO MASONRY w/ 2x4 PT + + xxxx PRE-ENGINEERED 2x4 FRAMING @ 24" ROOF TRUSSES @ 24" 2x4 FRAMING @ 24" O.C. MAX. SIMPSON H3 CLIP TOP & BOT., 2x8 TO O.C. MAX. (S7D01 TYPICAL SHED ROOF DETAIL O.C. MAX. 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. PROVIDE (4) 10d x 3" W PROVIDE (4)10d x3" SHEATHING PER BLOCKING @ 24" O.C. NAILS AT JOINT NAILS AT JOINT w/ (2) 16d END NAILS LINTEL w/ (2)ROWS OF " ++ ++ (4) 12d NAILS EACH EACH END 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. 2x SCAB w/ 10d NAILS N 16" O.C. MAX. TRUSS w/ (4) 12d NAILS J x x STAGGERED TRANSOM BETWEEN @ 4" O.C. EACH VERTICAL TRANSOM BETWEEN : x SEE WALL CLIP DETAIL a O PER -ENG TRUSSES 2x FASCIA 2x FASCIA PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER N o TO LEDGER 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. O.C. PLAN 0- VSELEV FOR a [Y � U�h N U) W o v 10d x 3" OPP. SIDE 0 Q z a NCE PER INSIDE PLY NAILS NAILED AT 8" O/C w STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X`S (3+) 2x COLUMN A ®®o®®e�a'aa�s►r®B®®® ® • ?/ <r ROOFFASTEN OV Sc Tp ROOF SHEATHING, FASTEN PER PLAN 2x4 SYP #2 LEDGER. PERP AN SEE TRUSS PLAN FOR �R<qp cTyORoss BLOCKING @ 24" O.C. FRAMED SDS SCREWS @ 16" MORE INFO & MORE INFO & w/ (2) 16d END NAILS TO GABLE END STUDS CONNECTION CONNECTION EACH END ti O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT + + xxxx PRE-ENGINEERED 2x4 FRAMING @ 24" ROOF TRUSSES @ 24" 2x4 FRAMING @ 24" O.C. MAX. SIMPSON H3 CLIP TOP & BOT., 2x8 TO O.C. MAX. (S7D01 TYPICAL SHED ROOF DETAIL O.C. MAX. 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. PROVIDE (4) 10d x 3" PROVIDE (4)10d x3" SHEATHING PER BLOCKING @ 24" O.C. NAILS AT JOINT NAILS AT JOINT w/ (2) 16d END NAILS LINTEL w/ (2)ROWS OF " ++ ++ (4) 12d NAILS EACH EACH END 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. 2x SCAB w/ 10d NAILS 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x STAGGERED TRANSOM BETWEEN @ 4" O.C. EACH VERTICAL TRANSOM BETWEEN : x SEE WALL CLIP DETAIL a PER -ENG TRUSSES 2x FASCIA 2x FASCIA PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. O.C. PLAN ecG Gi MA/ rno VSELEV FOR CONDITION @ CMU WALL TYPICAL. SCAB OVERHANG 3/4"=1'-0" . SIZE CONDITION @ FRAME WALL SS 2x4 #2 SPF 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. FRAMED SDS SCREWS @ 16" MORE INFO & MORE INFO & w/ (2) 16d END NAILS TO GABLE END STUDS CONNECTION CONNECTION EACH END FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT + + xxxx PRE-ENGINEERED 2x12 BOX HDR w/ 2x8's ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL (S7D01 TYPICAL SHED ROOF DETAIL 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS LINTEL w/ (2)ROWS OF ++ ++ (4) 12d NAILS EACH EACH END 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x STAGGERED TRANSOM BETWEEN INTO TRUSS & (3) 12d TOENAILS INTO OTHER EACH VERTICAL TRANSOM BETWEEN : x SEE WALL CLIP DETAIL a SEE FLOOR PLAN FOR TRU FOR MORE INFO LINTELS LINTELS MORE BRG. WALL INFO SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PL""' LINTEL PER PLAN STEP a- BEARING FRAME WALL EXTERIOR WALL/TRUSS 12 SEE PLAN 3/4"=1'-0" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS (2) 1/4" X 31/2" SIMPS. SD SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A- 12" O.C. SIMPSON H3 CLIP SHEATHING PER PLAN 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR TO STUDS OR BEAM w/ (2) 1/4" X 4'/" SIMPS.-7 FRAMED SDS SCREWS @ 16" MONV. MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" X 3'/2' SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY (S7D01 TYPICAL SHED ROOF DETAIL 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. _ TAPCONS @ 12" O.C. SPACED EVENLY SPACED EVENLY VERTICALLY VERTICALLY 2x6 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY BUILDER BUILDER BUILDER S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER 1 /2"=1'-0" 1/2"=11-011 .gym 00 u�^`•� � .� t ® W = Z ROOF SHEATHING, ►� = v, ® p � U FASTEN PER PLAN Z ®�, N •° Cr`y J CIOsS. •• Gj u.i Q 00000* z Pkv -04 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS a., o MEMBER, TYP: (MAX. 24" O.C.). IF MASONRY, col�b m USE (2) 1/4" TAPCONS Q a sir1'14 q; Jl�l d w/ MIN. 2" EMBED. @ U ; ��3J Q 24" O.C. .- MM o TRUSS PER PLAN w OU o O :r Z 4 WOOD/MASONRY Z WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) O ✓J � m 12 LEDGER @ LOW ROOF 1-1 /2"=1'-0" VJ Z o J � �( w c C-6 � D � ffi J SEE TRUSS PLAN FORM 2x8 TOUNDER SIDE OF Q ZO MORE INFO & + ROOF SHEATHING U N CONNECTION + �w z z 2x8 #2 SPF VERTICAL cC7 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT W @ 24" O.C. w/ EXT. LINTEL PER PLANSHEATHING PER n SHEATHING PER NAILING SCHEDULE & W rV NAILING SCHEDULE & `' (4) 12d NAILS EACH_ (4) 12d NAILS EACH TRUSS MEMBER (TOP � _ TRUSS MEMBER AND BOTTOM CHORDS � U) ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER Q 1/2"=1'-0" I 1/2"=1'-0" z h, 11 O) Z ~ OJO U) a W °�e 00 1 0 N m I- DwZ R w '"„ 0 0 Q H H A STRUCTURAL ENG_ CFG / BAD_ DRAFTING: -STRUCT: TW QC CHECK: MRB JOB No. TM - 2170493 SCALE: AS INDICATED DATE: 03/27/2017 I� I 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 OL BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO W4NDOW 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 BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL YP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. 00 GRADE 7�te7»AG�1? HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 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 FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ 11 1 Od TO PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER 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 SOLID SHEATHING@ SOLID SHEATHING @ HEADER HEADER SIMPSON SP4 w/ (6) 10d SIMPSON SP4 w/ (6) 10d pu<<S x1-1/2" @ 24" O.C. (USE <<Sy x1-1/2" @ 24" O.C. (USE z NAILING SCHEDULE SIMPSON LSTA30 tiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FRp SP6 @ 2x6 STUDS & O NOTE: ALL FLOOR SP8 @ 2x8 STUDS) PRE-ENGINEERED SP8 @ 2x8 STUDS) TRUSSES TO BE P.T. IF 3/4"=1'-0" ROOF TRUSS -SEE NO MOISTURE " FRAMING PLAN FOR BARRIER (FELT PAPER ATTACH TO FLOOR TRUSS w/ 8d NAILS AT LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED " ANGLE). W/ (22) 10d ROOF TRUSSES AT 24" TRUSS STRAP SEE FLOOR GIRDER OR STRUCTURAL COL PER O.C. - FRAMING PLAN FOR LOWER: (1) 2x SILL PLAN FOR SIZE AND NAILING SCHEDULE CONNECTIONS v REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS NAILS. BEND STRAP REQ'D # OF STUDS NAILS. BEND STRAP SIMPSON MSTAM36 � PLAN FOR MORE INFO 2x4 #2 SYP BLOCKING SO HEADER CONNECTION @ 2nd FLOOR DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO BEAM; SEE PLAN AT EA. END NAILED TO GIRDERS: BLOCK 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X U.N.O. ON PLAN 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS SPACING AND GRADE SOLID BETWEEN W TOENAILS EACH END ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. SYS, 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON NAILING SCHEDULE USE SIMPSON TO VERIFY SIZETO TOENAILS. EXT. VERIFY SIZE A35 EA. END MSTCM60 STRAP W/ 2x4 #2 SYP ANGLE " LOWER: {1) 2x SILL 2x BOTTOM PLATE W/ (MAX) REFER TO PLAN FOR (20) 16d SINKERS & (14) I HEADER - SEE 2ND « HEADER -SEE 2ND FACE W BUILT-UP COLUMN1/4" X 2-1/4" TAPCONS NAILS @ 8" O.C. THEN (2) 12d @ 12 O.C. « HEADER OPENINGS INFO. FOR TRUSSES 20" TO HEADER « HEADER FLOOR PLAN FOR MIN. Q 26" DEEP W/ (3) 12d NAILS EACH PRE -ENG FLOOR PRE -ENG. FLOOR (IF TITENS ARE NOT IN STUDS @ 16" O.C. ATTACH SILL w/ (2) 1 O " HEADER SIZE & REQ'D LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d HEADER SIZE REQ'D SYSTEM - IF NO FLOOR LINTEL COURSE OR \ « TOENAILS. EXT. .h ,.,tm HEADER OPENINGS 2x SYP #2 RIBBON (MIN SYSTEM INSTALL INTO FILLED CELL USE E EXTERIOR SHEATHING JAMB STUDS JAMB STUDS KNEEWALL &PROVIDE 1/4" X 1 3/4" TITENS) 2x4) TO TRUSS w/ (4) « � SOLID BLOCKING U.N.O. « FRAME 2x4 KNEE FROM TOP OF WALL FLOOR TRUSS PER UNDER COLUMN PLAN ABOVE PROVIDE SOLID RIBBON TO BE PT IF BAND JOIST & BLKG BLOCKING BELOW SYS. 42 FLOOR SEE DETAIL WS11 FOR OR LVL GIRDER COL. EVEN WITHIN O.C. W/ (2) 16d NAILS @ MORE INFO NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO TRUSSES TO BE P.T. IF @24 O.C. NO MOISTURESO TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER CMU SEE FOUNDATION (MAX) OR SIM) IS PROVIDED 3/4"=1'-0" REFER TO PLAN FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE SCHEDULE FOR INFO. (2) ROWS 8d NAILS @ (2) 5/8" TYPE "X" WHEN 4 CONNECTION (2) 5/8" TYPE "X" WHEN BEARING WALL PER IN GARAGE _11MASONRY (1) ROWS 8d NAILS @ IN GARAGE PLAN BEYOND SEE FLOOR FRAMING At WALL PER A 3" O.C. WALL MASONRY WALL PER ^ r` BOTTOM RIBBON COLUMNS PLAN FOR FLOOR PLAN SHEATHING TO PLAN MASONRY OR MTS12 MID -HEIGHT BLOCKING SYSTEM INFO. PER BEARING WALL SCHEDULE 1/2" DIA. THREADED (2) SIMPSON LSTA18 ROD WITHIN 6" FROM STRAPS CENTERED @ COL; SEE BRG WALL/ FLOOR w/ (14) 1 Od : 2 -STORY WALL NAILS SECTION FOR MORE (2) SIMPSON META16 INFO. FLOOR TRUSS TO REFER TO MASONRY WALL FOUNDATION PLAN FOR FTG. EXT. SHEATHING INFORMATION FLUSH W/ FACE OF MASONRY ATTACHED PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ 11 1 Od TO PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER 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 SOLID SHEATHING@ SOLID SHEATHING @ HEADER HEADER SIMPSON SP4 w/ (6) 10d SIMPSON SP4 w/ (6) 10d pu<<S x1-1/2" @ 24" O.C. (USE <<Sy x1-1/2" @ 24" O.C. (USE z NAILING SCHEDULE SIMPSON LSTA30 tiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FRp SP6 @ 2x6 STUDS & O FLOOR TRUSS SEE TO BOT. RIBBON, NAIL STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL CONNECTION INFO.. STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) ~ 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. o OR SIM) IS PROVIDED ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4FLOOR SHEATHING. " SHEATHING PER ANGLE) W/ (22) 10d 3/4" FLOOR SHEATHING ANGLE). W/ (22) 10d ATTACHED PER DETAIL WF10/SD4 FLOOR GIRDER OR w/ 2x CRIPPLE STUDS BOTTOM CHORDS NAILING SCHEDULE LOWER: (1) 2x SILL NAILING SCHEDULE NAILING SCHEDULE PROVIDE BLOCKING v REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS NAILS. BEND STRAP " (2) 2x SPF TOP PLATE NAILS. BEND STRAP (2) 2x SPF TOP PLATE � PLAN FOR MORE INFO 2x4 #2 SYP BLOCKING SO HEADER CONNECTION @ 2nd FLOOR HEADER CONNECTION @ 2nd FLOOR HIGH BM FRAMING PLAN FOR BEAM; SEE PLAN AT EA. END NAILED TO GIRDERS: BLOCK 3/4"=1'-0" PLATE w/ (2) 10d OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN V SPACING AND GRADE SOLID BETWEEN W TOENAILS EACH END AND SEE ARCH PLAN SYS, 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON 3", THEN RUN DOWN 3", THEN RUN DOWN TO VERIFY SIZETO TOENAILS. EXT. VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE LOWER: {1) 2x SILL 2x BOTTOM PLATE W/ (MAX) OF JAMB STUDS/ I HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND FACE W (2) 12d @ 12 O.C. NAILS @ 8" O.C. THEN (2) 12d @ 12 O.C. SHEATHING/ DRYWALL HEADER OPENINGS VERTICAL @ 48" O.C. HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. Q W/ (3) 12d NAILS EACH PRE -ENG FLOOR ' ��ad�®®�®® TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. ATTACH SILL w/ (2) 1 O HEADER SIZE & REQ'D LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d HEADER SIZE REQ'D TOENAILS. EXT. .h ,.,tm HEADER OPENINGS 2x SYP #2 RIBBON (MIN E EXTERIOR SHEATHING JAMB STUDS JAMB STUDS 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE FROM TOP OF WALL 16d NAILS; BOTTOM EXTERIOR SHEATHING WALL, STUDS @ 16" RIBBON TO BE PT IF FLOOR TRUSS SEE TO BOT. RIBBON, NAIL STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL CONNECTION INFO.. (2) 2x SILL AT WINDOW 2nd FLOOR CORNER FRAMING ATTACHMENT U AND WINDOW IS PER PLAN 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. o OR SIM) IS PROVIDED ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4FLOOR SHEATHING. " SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 FLOOR GIRDER OR w/ 2x CRIPPLE STUDS BOTTOM CHORDS NAILING SCHEDULE LOWER: (1) 2x SILL NAILING SCHEDULE NAILING SCHEDULE PROVIDE BLOCKING v REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS ER IS UPSET A I AND WINDOW E' WINDOW IS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE 2x STUDS , SEE UNDER WINDOWS AND PLAN FOR MORE INFO 2x4 #2 SYP BLOCKING SO HEADER CONNECTION @ 2nd FLOOR HEADER CONNECTION @ 2nd FLOOR HIGH BM FRAMING PLAN FOR BEAM; SEE PLAN AT EA. END NAILED TO GIRDERS: BLOCK 3/4"=1'-0" PLATE w/ (2) 10d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN W TOENAILS EACH END AND SEE ARCH PLAN SYS, 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON STUD PACK w/ 10d TO VERIFY SIZETO TOENAILS. EXT. VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE LOWER: {1) 2x SILL 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR --- AGAINST TRUSS (2) 12d @ 12 O.C. NAILS @ 8" O.C. THEN (2) 12d @ 12 O.C. SHEATHING/ DRYWALL HEADER OPENINGS VERTICAL @ 48" O.C. PLATE w/ (2) 1 O ATTACHMENT w/ (2) 112d W/ (3) 12d NAILS EACH PRE -ENG FLOOR ' ��ad�®®�®® TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. ATTACH SILL w/ (2) 1 O LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. .h ,.,tm HEADER OPENINGS (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 1 Od NAILS ATTACH 2x STUDS W/ (2) 16d NAILS @ 6" O.0 (2) SIMPSON LSTA18 STRAPS CENTERED C FLOOR W/ (14) 1 O NAILS (3) 2x STUD PACK — ATTACH PER NAILING SCHEDULE ATTACH 2x STUDS W/ (2) 16d NAILS @ 6" O.0 MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E MIN THICKNESS SHALL 1. to SO TYPICAL TWO STORY COL. @ GIRDERSO 2nd FLOOR CORNER FRAMING ATTACHMENT U BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. o OR SIM) IS PROVIDED ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4FLOOR SHEATHING. " SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER BOTTOM CHORDS NAILING SCHEDULE LLJ W NAILING SCHEDULE NAILING SCHEDULE PROVIDE BLOCKING v REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS 2x STUDS , SEE SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE 2x STUDS , SEE UNDER WINDOWS AND PLAN FOR MORE INFO 2x4 #2 SYP BLOCKING SO HEADER CONNECTION @ 2nd FLOOR HEADER CONNECTION @ 2nd FLOOR HIGH BM FRAMING PLAN FOR VJ FRAMING PLAN FOR GIRDERS: BLOCK 3/4"=1'-0" @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN SYS, 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON TO VERIFY SIZETO TRUSSES @ 24" O.C. VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR --- AGAINST TRUSS (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 112d W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END END 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON CONC. SLAB -TRUSSES @24 O.C. EACH END SEE CMU SEE FOUNDATION (MAX) CONNECTOR PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ (2) 5/8" TYPE "X" WHEN 4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL IN GARAGE _11MASONRY (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO WALL PER ° r' 3" O.C. WALL MASONRY WALL PER ^ r` BOTTOM RIBBON SIMPSON META16 AT - PLAN SHEATHING TO PLAN MASONRY OR MTS12 (3) 2x STUDS (4) 2x STUDS STANDARD CORNER A -A TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x 1`® OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) q, ®° ®®®®® •• ®� �i 3/4 -1 -0 SILL PLATE w/ (2) 10d oo sly' •® °• �% o �'� TOENAILS. OPENING S .• •° CL WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW q ® � �1:y �LJJ 00 CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) , CO ° p p® Y o w/ 2x CRIPPLE STUDS e;z ®J J OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 w co pi ae,a _ Z @ AT EA. END NAILED TO CLIPS EACH SIDE w/ 2x 0 _0* 0: �' °� Q THAN 4' BUT LESS w/ (2) 1 Od TOENAILS STUD PACK w/ 10d z �:0z 0 THAN 6' T&B (PLYWOOD NAILS 8" O.C. THEN CRIPPLES @ 16" O.C. .° o -� SIMPS. MSTAM36 w/ SHEATHING REQ'D @ w/ (2) 1 O TOENAILS ®® ui Q STUDS @ 16 O.C. ® .®®® �o Z 0 (7) 1 Od NAILS & (4) 1/4" T&B) ATTACH SILL w/ 2) 10d T&B (PLYWOOD ®®®® �e Q ( SHEATHING REQ'D / ♦ >-'p x 2 1/4" TITENS; IF « SEPARATE SHEATHING TOE NAILS AT EA. END FLOOR TRUSSES ARE " UNDER WINDOW OF SILL (MAX OPEN'G T&B) IB6mY1 ►® m � 20"- 26" DEEP, USE " WIDTH 4'-0"). USE A35 SIMPS. MSTCM60 CLIP AT EA. END FOR STRAP w/(20) 16d OPENINGS GREATER SINKERS & (14) 1/4" X 2 « THAN 4' BUT LESS V 1/4" TITENS INSTEAD. « THAN 6' c O (IF TITENS ARE NOT IN LINTEL COURSE OR SIMPSON LSTA30 w/ "" - 2x TOP & BOT. o O ty co INTO FILLED CELL USE 11 10d TO STUDS ^^ orl Nr 1/4" X 1 3/4" TITENS "" RIBBONS, CONT. ( ) F� '' �'� N _) « ABOVE PLATE U.N.O. ca U II' X30 0 NOTE: ALL FLOOR « r TRUSSES TO BE P.T. IF O Z SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD / NOTE: ALL FLOOR _// DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF SHEATHING &CMU 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL JOR SIM) IS PROVIDED SCHEDULE IOR SIM) IS PROVIDED TYPICAL TWO STORY SECTION fis_i TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 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 SPACED VERTICALLY)SEE PLAN @ 24" O.C. AND @ EA. 7 10 END VERTICAL (MIN. 2" FROM T&B) too SEE PLAN FOR FLOOR TRUSS DIRECTION NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION 3/4"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" I l 3/4"=1'-0" SEE FRAMING PLAN NO MOISTURE Fr -"I U o O BARRIER (FELT PAPER 0 z!'II' o OR SIM) IS PROVIDED V 0�4 J '= SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED LLJ W ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING v REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS Q SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD / NOTE: ALL FLOOR _// DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF SHEATHING &CMU 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL JOR SIM) IS PROVIDED SCHEDULE IOR SIM) IS PROVIDED TYPICAL TWO STORY SECTION fis_i TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 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 SPACED VERTICALLY)SEE PLAN @ 24" O.C. AND @ EA. 7 10 END VERTICAL (MIN. 2" FROM T&B) too SEE PLAN FOR FLOOR TRUSS DIRECTION NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION 3/4"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" I l 3/4"=1'-0" SEE FRAMING PLAN Fr -"I U o O FOR FLOOR CONNECTION 0 z!'II' o W V 0�4 J '= FLOOR GRIDER OR BEAM 0 v Z tti9 O LLJ W � v _ Q o z HEADER CONNECTION @ 2nd FLOOR HIGH BM VJ 0 3/4"=1'-0" .....� Z o < 0 of..... W w Z�r H S z J O O Q W �oR 0 000 0 1 � LO �J Z U O W I= Q0= p H2H STRUCTURAL ENG: CFG / BAD DRAFTING: ----------------- -STRUCT: TW QC CHECK: MRB �. CONCRETE SLAB `� LINTEL PER PLAN ,106 No. TM - 2170493 PERMITTED __ • F � SCALE AS INDICATED SEE WS10/SD5 OR WS11/SD5 .. _ _ FOR ADDITIONAL INFO ' DATE: _ 03/27/2017 F01 TYPICAL BALCONY FRAMING NOT USED COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. J 0 (_ O 4 o W Zi��' J '= O 0 v LLJ W � _ H S z J O O Q W �oR 0 000 0 1 � LO �J Z U O W I= Q0= p H2H STRUCTURAL ENG: CFG / BAD DRAFTING: ----------------- -STRUCT: TW QC CHECK: MRB �. CONCRETE SLAB `� LINTEL PER PLAN ,106 No. TM - 2170493 PERMITTED __ • F � SCALE AS INDICATED SEE WS10/SD5 OR WS11/SD5 .. _ _ FOR ADDITIONAL INFO ' DATE: _ 03/27/2017 F01 TYPICAL BALCONY FRAMING NOT USED COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. � a o z 0 11 H S z J O O Q W �oR 0 000 0 1 � LO �J Z U O W I= Q0= p H2H STRUCTURAL ENG: CFG / BAD DRAFTING: ----------------- -STRUCT: TW QC CHECK: MRB �. CONCRETE SLAB `� LINTEL PER PLAN ,106 No. TM - 2170493 PERMITTED __ • F � SCALE AS INDICATED SEE WS10/SD5 OR WS11/SD5 .. _ _ FOR ADDITIONAL INFO ' DATE: _ 03/27/2017 F01 TYPICAL BALCONY FRAMING NOT USED COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 2x BRG WALL W/ SIMPSON SP2 @ TOP & NAILS. UNDER SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ 2x8's MIN. SPF #2 OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING WALL IS CONT. BRG ON MTS12 OR LSTA18 TO ATTACH PER NAILING (2) 2x6 w/ HUC26-2. BLOCKING BELOW. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS TRUSS PLAN FOR TOENAILS EACH END CONNECTED w/ MTS12 CONNECTIONS (IF 2x BASE PLATE W/ (2) OR LSTA18 TRUSS IS CONT. BRG 12d NAILS @ 12" O.C. FLOOR TRUSS PER EXT. FINISH PER PLAN 2x BLOCKING W/ (2) 12d ARCHS 3/4" FLOOR SHEATHING TOENAILS EACH END PLATE w/ 1/2" EPO ATTACHED PER I NAILING SCHEDULE (2) 2x4 #2 SYP (2) 2x4 #2 SYP BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON 1 HUC24-2 EACH END, HUC24-2 EACH END, SEE PLAN USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d SEE ARCHS FOR NAILS. UNDER NAILS. UNDER BETWEEN STUDS W/ SEE PLAN 2x8's MIN. SPF #2 WINDOW JAMBS ONLY O.C. MAX (U.N.O.) OR MTS12 MAY BE EACH END REQUIRED USED @ BASE.(WHEN WINDOW JAMBS USE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS (2) 2x6 w/ HUC26-2. w/ LSTA18 @ 16" O.C. LOW ROOF TRUSS SEE — LOW ROOF TRUSS SEE FLOOR TRUSS PER 3/4" TAPCONS PEF TRUSS PLAN FOR TRUSS PLAN FOR PLAN ATTACHED PER CONNECTIONS (IF CONNECTIONS MASONRY WALL A TRUSS IS CONT. BRG 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 TRUSSS1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-0" "A Kltlr7M ov OTHERS LEDGER AT GIRDER PLAN R PLAN 1-1/2"=V-0" ISIMPSON H2.5 EA. TRUSS I (RECESS LEDGER I� (TRUSS. VERIFY W/ TRUSS SHOP (DRAWINGS— 'I j 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER s6d NAILS) G.T. USE (4) 2x BRG WALL W/ BETWEEN STUDS W/ SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE EACH END REQUIRED USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4". TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A CONT. #5 IN TIE BEAM FRAME WALL FLOOR TRUSS PER EXT. FINISH PER PLAN 2x8 #2 SYP P.T. SII ARCHS BOTTOM PLATEBLOCK ADJACENT PLATE w/ 1/2" EPO Q I ANCHOR BOLT 01 1 J -BOLT W/ MIN. 7" 1 EMBED. @ 32" O.0 SEE PLAN FROM EA.END SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER PLAN PLAN 1/2"=11-010 WALL SPLICE DETAILS EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER _--- — NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIN SCHEDULE PRE-ENGINEERED TRUSS PER PLAN <6 #2 SYP CONT. =DGER W/ (2) Y4"0-1/2" DS WOOD SCREWS @ — — i" O.C. MAX. & 3" ROM EA. END USE �) SCREWS FOR 24" I SIMPSON LUS26. U; .C. LUS26-2 FOR 2PLY TRUSS LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER — — — — — NAILING SCHEDULE ROOF SHEATHING — ISIMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE PRE-ENGINEERED — TRUSS PER PLAN 2x6 #2 SYP CONT. 'LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS TRUSS SHOP FROM EA. END - USE (3) (DRAWINGS— — SCREWS FOR 24- ' O.C. I_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T..`USE )16dN I S) 604 LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 1 2x4 BLOCKING TO BOTTOM PLATE BETWEEN STUDS W/ Vic W/ (1) ROW 8d NAILS (2) 12d TOE NAILS •" ° 2 @ 3" O.C. EACH END REQUIRED co 0 p® AT ALL SHEATHING SHEATHING TO PANEL EDGES J = OVERLAP BOTTOM PERPENDICULAR TO 2nd STORY WALL PLATE 1 1/4" (MIN.) VERTICAL WALL 17 -- 1x PT NAILER AS REQ'D FRAMING MEMBERS ad CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS BOTTOM PLATEBLOCK ADJACENT 1-1/2"=V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.G. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD �®tltro�watr® SECTION @ OPEN TO ABOVE fiFl BRACING @ 2 STORY FRAME WALL 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP P.T. SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (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 :7 SEE PLAN FOR TRUSS DIRECTION & MORE INFO 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 TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" Vic SHEATHING CONT. TO -- 2x4 BLOCKS, (2) 16d •" ° 2 W co 0 p® Y J w OG•d� J = Z C (2) 2x SPF TOP AA 2nd STORY WALL NAILS @ EACH END. 17 -- (2) 2x HEADER SEE FLOOR PLAN 1 BOTTOM PLATEBLOCK ADJACENT Q I I 1 1 ATTACH PER NAILING BAYS @EACH I 1 SCHEDULE S DIAGONAL AS SHOWN. 1 I i 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS 1 SHEATHING TO 1 BELOW 1 1 1 BLOCKS W/ 8d NAILS @ 1 1 1 1 6" O.C. 1 1 1 B 1 1 1 1 (5) 16d NAILS BRACE Z 1 1 1 1 TO BLOCKING 0 2x SPF BASE 1, PLATE PROVIDE 2x4 BRACE CL E D 1 1 1 PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 1 1 TO EACH ADJACENT LL (2) 2x SPF TOP DIAGONAL, FASTEN U 1 PLATES U.N.O. 1 1 TO DIAGONAL W/ (2) 1 C!) 1 1 1 1 (2) 2x HEADER 1 1 0 16d NAILS 1 I I WW 1 B 1 1 1 1 1 TRUSSES PER PLAN 1 J ' O.S.B. TO OVERLAP 1 1 1 1 1 1 A 1 BOTTOM PLATE 1 1/4" WALL BRACING @ 48" (MIN.) O.C. MAX. 45' FROM 2x LEDGER TO UPPER HORIZONTAL (+/- 100) FLOOR WALL W/ BRACE NOT REQUIRED W 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. � SDS SCREW @ 16" D.C. �®tltro�watr® SECTION @ OPEN TO ABOVE fiFl BRACING @ 2 STORY FRAME WALL 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP P.T. SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (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 :7 SEE PLAN FOR TRUSS DIRECTION & MORE INFO 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 TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" p!� "•® •®°GGA s`° I.1.1 V '®® ®®•O® •• v ®®� Z 0110 < M U_ - as o O • w �01 a 9hka�"I,i lyl� N a O z° U c O c �I"@gi,gh91 �G�QS U z Qm V J Z o W 06 C` a Z ffi J 0a ♦^ Q��~ SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 a W vJ Z 0 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP v A SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER � W MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER � W IF PORTIONS OF THIS WALL �■ aSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED_, CONT. TO IN BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE '4 SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. Q o.) s Ow �Qi DooO O �2 N O Z H J LU W � W °O _ O 0 F- z F=— STRUCTURAL ENG CFG / BAD DRAFTING. -STRUCT: TW QC CHECK: MRB JOB No. TM- 2170493 SCALE AS INDICATED DATE: 03/27/2017 but) 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. Vic CD PLATES U.N.O. •" ° 2 co 0 p® Y J w OG•d� J = Z C (2) 2x SPF TOP AA • 0 b CO Q . 4'- p!� "•® •®°GGA s`° I.1.1 V '®® ®®•O® •• v ®®� Z 0110 < M U_ - as o O • w �01 a 9hka�"I,i lyl� N a O z° U c O c �I"@gi,gh91 �G�QS U z Qm V J Z o W 06 C` a Z ffi J 0a ♦^ Q��~ SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 a W vJ Z 0 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP v A SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER � W MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER � W IF PORTIONS OF THIS WALL �■ aSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED_, CONT. TO IN BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE '4 SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. Q o.) s Ow �Qi DooO O �2 N O Z H J LU W � W °O _ O 0 F- z F=— STRUCTURAL ENG CFG / BAD DRAFTING. -STRUCT: TW QC CHECK: MRB JOB No. TM- 2170493 SCALE AS INDICATED DATE: 03/27/2017 but) 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. PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN 1 FOR MORE INFO I I 1 1 1 I 1 1 I i 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1, PLATE E D 1 1 1 PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 1 1 (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW I I 1 I I SEE FLOOR PLAN .FOR MORE INFO 1 B 1 1 1 1 1 1 1 J ' 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO 1 1 1 1 1 1 A 1 p!� "•® •®°GGA s`° I.1.1 V '®® ®®•O® •• v ®®� Z 0110 < M U_ - as o O • w �01 a 9hka�"I,i lyl� N a O z° U c O c �I"@gi,gh91 �G�QS U z Qm V J Z o W 06 C` a Z ffi J 0a ♦^ Q��~ SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 a W vJ Z 0 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP v A SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER � W MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER � W IF PORTIONS OF THIS WALL �■ aSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED_, CONT. TO IN BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE '4 SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. Q o.) s Ow �Qi DooO O �2 N O Z H J LU W � W °O _ O 0 F- z F=— STRUCTURAL ENG CFG / BAD DRAFTING. -STRUCT: TW QC CHECK: MRB JOB No. TM- 2170493 SCALE AS INDICATED DATE: 03/27/2017 but) 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. MIN. (3) 2x SYP STUDS REQ'D ( OF LANDING W 16d NAILS FROI LEDGER TO ST PACK STANDARD (3) 2 STRINGERS W/ SIMPSON A35 / i CLIP TO FLOOR SYSTEM & LANC FRAMING (2) 2x BEAM PER HEIGHT OF STAIRS 2x JOIST (P.T. IF ` SCHEDULE REQ'D @ ATTACHING TO 4'-0" MAX SCHEDULE @ LANDING END OF LANDING FOR STRINGERS TO WIDTH OF LAND NG LEDGER w/ (3) 16d STRINGERS TO MID SPAN BLOCKING CONNECT TO. BEAM TO MATCH JOIST TO BEAR DIRECTLY ON DEPTH W/ (3) 10d BUILT UP COLUMNS TOENAILS EACH END BELOW BELOW A -A PLAN VIEW @ 90 DEGREE TURN LANDING A -A PLAN VIEW @ 180 DEGREE SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 SEE SCHEDULE FOR MAX WIDTH OF LANDING STUDS REQ'D @ END WALL COULD BE OF LANDING W/ MIN. (6) 4'-0" 16d NAILS FROM SEE PLAN FOR DEPTH (3) 2x12 OF LANDING ON EACH SIDE AND LEDGER TO STUD HEADER AND ONE @ MID -SPAN /� A / PACK I 4'-0" INFORMATION. A34 @ EA. STRINGER STANDARD (3) 2X1-, SYP #2 STRINGERS SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDINC FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE 2xJOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER HEIGHT OF STAIRS 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS 4'-0" x 3 1/2" TITENS @ 16" BELOW (3) 2x12 O.C. MAX. FOR A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING 6'-0" WALL COULD BE A35 @ EA. STRINGER 4'-0" REQUIRED. SEE PLAN TO LANDING (3) 2x12 FOR REQUIRED ON EACH SIDE AND SEE ARCHS. FOR MAX. HEADER AND ONE @ MID -SPAN /� A 6'-011 SUPPORT A OF STEPS D RINE 4'-0" INFORMATION. A34 @ EA. STRINGER RFAn nF: TH 2x12 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD 6" MIN. STAIR WINDER DETAIL 2xJOIST LEDGE IF ATTACHING MASONRY WAL SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL BI PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS I -JOIST PER FRAMING HEIGHT OF STAIRS BEAM PLAN W/ SQUASH MAX WIDTH AT LANDING BLOCK OR (#2 SYP) OF LANDING BEAM/FLOOR TRUSS (3) 2x12 2x8 PER PLAN 12'-0" (2) 2x12 2x6 6'-0" PENDING LANDING \ 4'-0" HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 8'-0" 11'-0" WITHIN SUPPORT 2x6 6'-0" WALL COULD BE 2x6 4'-0" REQUIRED. SEE PLAN 2x12 STRINGERS ONE (3) 2x12 FOR REQUIRED ON EACH SIDE AND 10'-0" HEADER AND ONE @ MID -SPAN /� A 6'-011 SUPPORT A 2x6 4'-0" INFORMATION. A34 @ EA. STRINGER (3) 2x12 2x12 TO LANDING (2) 2x12 2x8 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I 5'-0" ATTACHING TO IIII (3) 2x12 MASONRY WALL) CONT 9'-0" (2) 2x12 LEDGER w/ (3) 16d 2x12 STRINGERS ONEIIII IIII 8'-0" NAILS @ 16" O.C. MAX. ON EACH SIDE AND IIII 64" TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I IIII (3) 2x12 x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION III ( SCHEDULE @ END OF (1) 2x12 (1) 2x8 2x6 LANDING FOR 6'-0" STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING PLYWOOD FLOORING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" L -BRACE @ 6'-0" O.C. & (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" SDS WOOD SCREWS N.T.S. (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-011 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 64" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS 2/ (2) 16d TOE NAILS SECTION X -X 3j" 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d 3Y" 2 SEE ARCH PLAN I ' 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d (NOTCHED @ 2x6 TOENAILS BOTTOM VERTICAL LOCATIONS), ITSr o zQ �Uj Jp�� O f f-- w -IANDRAILS, INCLUDING IN -FILL COMPONENTS, _rUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF kTED LOAD OF 200 PSF PER FBC R301 AND 5TH EDITION) v .eq Q O o Z 2x4 CONT. TOP PLATE 0 h 11 (ATTACH TOP PLATE a) TO STUDS W/ (2) 16d z JO TOE NAILS S � 2x4 #2 SPF STUDS L Q LV 24" O.C. EVERY OTHER STUD TO BE W In O ATTACHED TO TRUSS 0 00 BELOW (OTHERWISE N W ATTACH W/ (2) 12d m TOENAILS @BOTTOM) O W Z SLICE CUT PLYWOOD FLOORING FOR STRAP TOENAILS BOTTOM 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d X � TOENAILS BOTTOM I 2x4 #2 SPF SILL PLATE NOTCH SILL AND W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING X NOTCH FLOOR � 2x4 SILL PLATE W/ (2) SHEATHING TO 16d TOE NAIL EA. ACCOMMODATE 2x CONT. BRACE & 10d NAILS @ 4" O.C. TO 2x4 SILL PLATE W/ (2) 10d NAILS @ 4" O.C. FLOOR SHEATHING M (NOTCHED @ 2x6 " NOTCH SILL AND J M W � � (' - < O = C7 W Q. ..�.r. PLYWOOD FLOORING FLOOR BEAM CONDITION O.C. TO ALLOW VERTICAL TO SLIDE DOWN TO (2) SIMPSON LSTA24 FACE OF TRUSS STRAP (1 EA. SIDE OF STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL TO TRUSS W/ (3) Ya" x 3' SDS WOOD SCREWS FLOOR BEAM SEE VERTICAL LOCATIONS). ( ATTACH 2x4 TO TRUSS � W/(2)/gx3 SDS ( SCREWS EQUALLY _=_ SPACED & CENTERED 2x6 VERTICAL AND °� IN TRUSS L -BRACE @ 6'-0" O.C. & @ ANY OPENING TO ALLOW VERTICAL 2x6 VERTICAL AND QC CHECK: MRB JOB No. TM - 2170493 _..- -- ----------------------- TO SLIDE DOWN TO L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING ATTACH 2x6 VERTICAL TO TRUSS W/ (3) Ya" x 3" 31/: DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO '\ FACE OF TRUSS STUDS W/ (2) 16d TOE NAILS ;21 SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR o zQ �Uj Jp�� O f f-- w -IANDRAILS, INCLUDING IN -FILL COMPONENTS, _rUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF kTED LOAD OF 200 PSF PER FBC R301 AND 5TH EDITION) v .eq Q O o Z 2x4 CONT. TOP PLATE 0 h 11 (ATTACH TOP PLATE a) TO STUDS W/ (2) 16d z JO TOE NAILS S � 2x4 #2 SPF STUDS L Q LV 24" O.C. EVERY OTHER STUD TO BE W In O ATTACHED TO TRUSS 0 00 BELOW (OTHERWISE N W ATTACH W/ (2) 12d m TOENAILS @BOTTOM) O W Z BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 03/27/2017 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) I ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SLICE CUT PLYWOOD FLOORING FOR STRAP TOENAILS BOTTOM 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d X � TOENAILS BOTTOM I 2x4 #2 SPF SILL PLATE NOTCH SILL AND W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING X NOTCH FLOOR � 2x4 SILL PLATE W/ (2) SHEATHING TO 16d TOE NAIL EA. ACCOMMODATE 2x CONT. BRACE & 10d NAILS @ 4" O.C. TO 2x4 SILL PLATE W/ (2) 10d NAILS @ 4" O.C. FLOOR SHEATHING M (NOTCHED @ 2x6 " � A 52 J M W � � (' - < O = C7 W Q. ..�.r. FLOOR BEAM CONDITION O.C. TO ALLOW VERTICAL TO SLIDE DOWN TO (2) SIMPSON LSTA24 FACE OF TRUSS STRAP (1 EA. SIDE OF STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL TO TRUSS W/ (3) Ya" x 3' SDS WOOD SCREWS FLOOR BEAM SEE VERTICAL LOCATIONS). ( ATTACH 2x4 TO TRUSS � W/(2)/gx3 SDS ( SCREWS EQUALLY _=_ SPACED & CENTERED 2x6 VERTICAL AND °� IN TRUSS L -BRACE @ 6'-0" O.C. & @ ANY OPENING STRUCTURAL ENG CFG /BAD -STRUCT: TW QC CHECK: MRB JOB No. TM - 2170493 _..- -- ----------------------- BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 03/27/2017 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) I ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.