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304 Big Spring Ter 16-1452 (new sfh) (a)
i i GENERAL CONSTRUCTION NOTES: ' CHAPTERS AND 5ECTION5 REFER TO F.B.C.R - 5TH EDITION (21014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 5IZE5 OR WALL THICKNE55 LOT 169 THORNBROO E 40 s'0 KARE TO BE CONSIDERED "NOMINAL DIMENSIONS" m E OCCUPANCY AND CONSTRUCTION TYPE: Cq THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION. 41 F)b4PI TNC.,TnN.■rSR_s Fl Fv R CEILING CONSTRUCTION: . 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM 50ARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT: WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2(014) 81(02.3.5. GARAGE RIGHT EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2(014) R103b.1 AND A5TM C 1(063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORR05I0N-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH it GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES 5PACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. PER F.5.G.R, 5TH EDITION (2014) R103foll WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP 5CREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE TAYLOR MORRISON LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTEPIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED, PER F.15L.R. 5TH EDITION (2014) R103.6.3 WATER RE518TIYE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. 5TUCC0 APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM G 926. STUCCO CONTROL JOINTS: 5TUCC0 CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F, AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, W.N., PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, 04-25-16 CREATED LOT 5PECIFIC PLAN FOR LOT 169 IN THORNBROOKE 40'5, ELEVATION "B" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 INSERT, OPTIONAL 51NK IN BATH 3, DEN OPTION, TRAY AT MASTER SUITE, VENT HOOD OUTSIDE, CEILING PAN PRE -WIRE IN FAMILY ROOM, RECE55ED CANS IN MASTER SUITE, DEN, BEDROOM 2 AND 3 (9 TOTAL), UNDER CABINET LIGHTING IN KITCHEN, OUTLETS IN NON -WET AREAS (2), TV OUTLETS AND PHONE PRE -WIRES (2). PLAN REVISIONS TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: �( I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM DRAWING AWING INDEX OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND COV - GENERAL NOTES INDEX SPECIFICATIONS ROOF OPENINGS. / / 2. APPROVED CORRO51ON-RE6I5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR 1 SLAB INTERFACE PLAN PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE6I5TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. 2A1 - MAIN FLOOR PLAN NOTES WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW: JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TR ISSUED 04-25-16 REVISED • •I JIL DAVIS BEWS pr 1i r � JOInO DESIGN GROVP 0 JmI�� OUXMAR, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994- L � � J N OQ�M � LL a) cC'' y� T 0 g 020 � � Z GENERAL CONSTRUCTION NOTES: ' CHAPTERS AND 5ECTION5 REFER TO F.B.C.R - 5TH EDITION (21014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 5IZE5 OR WALL THICKNE55 LOT 169 THORNBROO E 40 s'0 KARE TO BE CONSIDERED "NOMINAL DIMENSIONS" m E OCCUPANCY AND CONSTRUCTION TYPE: Cq THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION. 41 F)b4PI TNC.,TnN.■rSR_s Fl Fv R CEILING CONSTRUCTION: . 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM 50ARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT: WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2(014) 81(02.3.5. GARAGE RIGHT EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2(014) R103b.1 AND A5TM C 1(063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORR05I0N-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH it GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES 5PACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. PER F.5.G.R, 5TH EDITION (2014) R103foll WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP 5CREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE TAYLOR MORRISON LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTEPIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED, PER F.15L.R. 5TH EDITION (2014) R103.6.3 WATER RE518TIYE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. 5TUCC0 APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM G 926. STUCCO CONTROL JOINTS: 5TUCC0 CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F, AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, W.N., PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, 04-25-16 CREATED LOT 5PECIFIC PLAN FOR LOT 169 IN THORNBROOKE 40'5, ELEVATION "B" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 INSERT, OPTIONAL 51NK IN BATH 3, DEN OPTION, TRAY AT MASTER SUITE, VENT HOOD OUTSIDE, CEILING PAN PRE -WIRE IN FAMILY ROOM, RECE55ED CANS IN MASTER SUITE, DEN, BEDROOM 2 AND 3 (9 TOTAL), UNDER CABINET LIGHTING IN KITCHEN, OUTLETS IN NON -WET AREAS (2), TV OUTLETS AND PHONE PRE -WIRES (2). PLAN REVISIONS TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: �( I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM DRAWING AWING INDEX OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND COV - GENERAL NOTES INDEX SPECIFICATIONS ROOF OPENINGS. / / 2. APPROVED CORRO51ON-RE6I5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR 1 SLAB INTERFACE PLAN PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE6I5TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. 2A1 - MAIN FLOOR PLAN NOTES WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW: JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TR ISSUED 04-25-16 REVISED ZAZ - MAIN FLOOR PLAN DIMENSIONS DWELLING /GARAGE OPENINGS: ,,,,,,,►Ifl 2 B 1 -UPPER FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE ANDLIVINGAREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. V J �� •.'� �!, 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, 2C INTERIOR ELEVATIONS STAIR SECTION DETAILS ASPHALT 5HINGLE5 (IF APPLICABLE) : ;y'. I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1 �•.� z ,• 3Bl- FRONT ELEVATION 2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) 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 4F69, TYPE 11 3 B 2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION (4:12) AND GREATER, OONEE LAYER NDERLAYMENTE IV OR A5TM ID ICOMPLYING WITH A5TM D 226, 5 REQUIRED IN ACCORDANCE TYPEITH SE ATM D 4569, TYPE TION R9052.1. FOR OR A5TM EID FROMIS REQUIRED INFOUR UNITS ACCORDANCE WITH SECTIONTICAL IN 12 UNITS HORIZONTAL 3B3 - FLASHING DETAILS 89052.1, CLAY AND CONCRETE TILE (IF APPLICABLE) : 0n 3B4 — FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.O.R. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR z RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vasa 15 DETERMINED IN ACCORDANCE WITH > SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.5.C.R - 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH ASTM D 226, TYPE 0 lcr 4A - MAIN FLOOR ELECTRICAL PLAN 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM D 6380, GLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH M a� a Ra WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS 4B UPPER FLOOR ELECTRICAL PLAN OFRAS 118,119OR120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : 0 L 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 1510'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM 50ARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288,01325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS, IF 501L RECORD COPY TREATMENT 15 USED FOR 5U5TERRANEAN TEWITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0210 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE 4ND THE SLEEVE. NO TERMITI01DE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUTS 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 A50VE ANOTHER ROOF. ' REVIEWED FOR CODE COMPLIANCE _ MECHANICAL AND HVAC. _,._. PIAN" � MINER 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNI5HED BY THE GENERAL GONTRACTOR A5 AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, ON DATE 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 SANE -0 BUILdfNG DNI•.�ISN (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVIGE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS 5EPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, X26 GAUGE (0.48 A PERMIT IS6UED SHALL BE CONSTRUED TO BE A mm) SHEET STEEL 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 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CODES, NSR SHALL ISSUANCE OF A PERMIT PREVENT 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >= THE BUILDING OFFICIAL FROM S I N PLANS, OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF RECONSTRUCTION OR VIOLATIONSEQUIRING A CORRECTION ROROF THIS CODE 5ECTION5 M14113.0 EXHAUST FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D150HARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, MPACTISN TEST SOFFIT, RIDGE VENT OR CRAWL SPACE. REQUIRED 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY ;?¢sults to he Verified TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 01 at Slab Inspection 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND 2585 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER • # 1 6 1 4 5 2 FAN MANUFACTURER'5 INSTALLATION IN5TRUCTION5, WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER TITLE • EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." COVER SHEET 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN F5C. GENERAL NOTES ATTENTION GENERAL CONTRACTOR / BUILDER: - (SAP� t D ISSUANCE OF PLANS FROM THI5 DRAFTER'5 OFFICE SHALL NST RELIEVE THE BUILDER OF RESPON5151LITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TOl APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDINGI� CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. ANY t REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET • REV. I0-14-2015 w_ °Aacov :!l C;" JIL DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994- ZAZ - MAIN FLOOR PLAN DIMENSIONS DWELLING /GARAGE OPENINGS: ,,,,,,,►Ifl 2 B 1 -UPPER FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE ANDLIVINGAREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. V J �� •.'� �!, 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, 2C INTERIOR ELEVATIONS STAIR SECTION DETAILS ASPHALT 5HINGLE5 (IF APPLICABLE) : ;y'. I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1 �•.� z ,• 3Bl- FRONT ELEVATION 2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) 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 4F69, TYPE 11 3 B 2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION (4:12) AND GREATER, OONEE LAYER NDERLAYMENTE IV OR A5TM ID ICOMPLYING WITH A5TM D 226, 5 REQUIRED IN ACCORDANCE TYPEITH SE ATM D 4569, TYPE TION R9052.1. FOR OR A5TM EID FROMIS REQUIRED INFOUR UNITS ACCORDANCE WITH SECTIONTICAL IN 12 UNITS HORIZONTAL 3B3 - FLASHING DETAILS 89052.1, CLAY AND CONCRETE TILE (IF APPLICABLE) : 0n 3B4 — FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.O.R. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR z RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vasa 15 DETERMINED IN ACCORDANCE WITH > SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.5.C.R - 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH ASTM D 226, TYPE 0 lcr 4A - MAIN FLOOR ELECTRICAL PLAN 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM D 6380, GLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH M a� a Ra WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS 4B UPPER FLOOR ELECTRICAL PLAN OFRAS 118,119OR120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : 0 L 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 1510'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM 50ARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288,01325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS, IF 501L RECORD COPY TREATMENT 15 USED FOR 5U5TERRANEAN TEWITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0210 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE 4ND THE SLEEVE. NO TERMITI01DE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUTS 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 A50VE ANOTHER ROOF. ' REVIEWED FOR CODE COMPLIANCE _ MECHANICAL AND HVAC. _,._. PIAN" � MINER 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNI5HED BY THE GENERAL GONTRACTOR A5 AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, ON DATE 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 SANE -0 BUILdfNG DNI•.�ISN (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVIGE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS 5EPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, X26 GAUGE (0.48 A PERMIT IS6UED SHALL BE CONSTRUED TO BE A mm) SHEET STEEL 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 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CODES, NSR SHALL ISSUANCE OF A PERMIT PREVENT 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >= THE BUILDING OFFICIAL FROM S I N PLANS, OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF RECONSTRUCTION OR VIOLATIONSEQUIRING A CORRECTION ROROF THIS CODE 5ECTION5 M14113.0 EXHAUST FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D150HARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, MPACTISN TEST SOFFIT, RIDGE VENT OR CRAWL SPACE. REQUIRED 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY ;?¢sults to he Verified TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 01 at Slab Inspection 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND 2585 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER • # 1 6 1 4 5 2 FAN MANUFACTURER'5 INSTALLATION IN5TRUCTION5, WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER TITLE • EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." COVER SHEET 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN F5C. GENERAL NOTES ATTENTION GENERAL CONTRACTOR / BUILDER: - (SAP� t D ISSUANCE OF PLANS FROM THI5 DRAFTER'5 OFFICE SHALL NST RELIEVE THE BUILDER OF RESPON5151LITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TOl APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDINGI� CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. ANY t REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET • REV. I0-14-2015 w_ °Aacov :!l C;" 15'-0'1 81-411 65'-4'1 ELEVATION AIR HANDLER —1 (_) 0'-411 LINES FROM �/ UPPER FLOOR Gil All 151-011 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE x 0 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F�=- Lo r0 O 0 O J J c�'o 1 c Y/ sm N V > >jM `6 GAL. i 0 0_^ w r- N M5 0-' Cp E Y M 4d cj0 6 � CCn 00 z1Ld' ,�U.H✓ 1 I QUI QII U V "cP I I G.C. VERIFY ACRYLIC o ON LANAI 31' 10" N L — J 9' I" 3'-911 201-011 i 811 \ /L OF REF. - @ � o \�uQ CP I Iii 3,-6° i , AA PITCH SLAB CJ. i G.J. 3B2 oor * _ I/8" / FT. Z — PROVIDE WATER PITCH i - b a REFERENCE LINE FOR ICE MAKER // -6 Z TO DRAIN ELEVATION / _ I 9'-8" (+) 0' 0" �' i Q PAVER DRIVE / LEAD WALLLIK Lu NOTE: ALL SLAB ANGLES / 2i-111 N ARE AT 45° (UN.O.) _ M 1 Y-ou 3/4" CONDENSATION AIR HANDLER DRAIN BY PLUMBER LINES FROM I' 3" 2'-5" IS' 611 I 811 UPPER FLOOR co 1 28'-8" I 10' -II" 12'-111 31-811 M OF 2x4 WALL 3/411 RECESS i e9 FOR ENTRY DR ` CJI I _ 411 P.V.C. 1 II M �° 3"-0"x3-0" A/C 201-111, 11-1011 4' I" 3' 2" 2' 8" 131-811 10 PAD (SEE MECH. CONTRACTOR FOR LOC.) TILE SHOWER I `" 31 811 19'-0" «� SEAT 4"P.VC. 3/4" CONDENSATION DRAIN BY PLUMBER ABY. 21-0" I= OPT. I IOPT. I PAVERS , jAv. . I DRYERS BASHER A PDV F WG. E I �, J J _ — — J L — — — J 811 G.M.U. WALL ABY. -LT 811 G.M.U. WALL ABV — ELEVATION AIR HANDLER —1 (_) 0'-411 LINES FROM �/ UPPER FLOOR Gil All 151-011 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED x 0 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F�=- Lo r0 O 0 O J J c�'o 1 c Y/ sm N V > >jM `6 6inLLL . 0 0_^ w r- M5 0-' Cp E Y 4d cj0 6 CCn 00 z1Ld' • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED ( low •. •• t� // C) -Z : Q .� u.l p,- • Z _ oz co ® r •�� Z .•, i����11111'I►I 1 111���e°® co Q � z 0Ln pmmq 0 0 25 • 77TLE I • �� SLAB INTERFACE PLAN A(� #1 6 - 1 4 52 - Oil SLAB INTERFACE PLAN GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F�=- ( low •. •• t� // C) -Z : Q .� u.l p,- • Z _ oz co ® r •�� Z .•, i����11111'I►I 1 111���e°® co Q � z 0Ln pmmq 0 0 25 • 77TLE I • �� SLAB INTERFACE PLAN A(� #1 6 - 1 4 52 - Oil SLAB INTERFACE PLAN GARAGE RIGHT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * REFER TO SHEET 2A2 FOR MAIN FLOOR T.O.M. T.O.M. T.O.M.T.O.M. PLAN DIMENSIONS 9' 4" 2 - 26 5H. 9' 4" 9'-4" A.F.F. ND. AT 8'-0" A.F.F. N.B. O.N.C. T.O.M. ( 0- I – – – – O BOTT. OF LINTY9' 4" �AT V-0" AFF.i v – - I F-------- AFF. RANGE I u I O W/ HOOD 1 ARCH FROM I o VENT HOOD AND 4 s' 0" ro 81-811 I ( I o � MICRO TO EXTERIOR A O Io LANAI FAMILY ROOM I 2c I - VT I INSULATE „ „ „ LINE OF SECOND DINING I I WALLS 9'- 8 x14'-4 @ 19'-6 x14 -0 I � / KITCHEN LHEN " `X 2 -STORY VOLUME FLOOR ABV. 10'-6"x14'-0" I / g'-4" FLAT CLG. 9'-4" PLT. HT. m ��� 1 9'-4" FLAT CLG. _ I �r I �I 11 I i AA �- 2 STORY 19'-4" / � �, �I 1 1 I G.C. VERIFY ACRYL1c GARAGE I 352 ON LANAI CLG. GLC. / SeI 1 1 I 20'-0"x20'-0" I al 1 1j 9,-4" PLT. HT. 61 GPT. TILE / / 5� INSULATE I� – �I ° I PAVER DRIVE / LEAD WALK 1 T.OM. OPENING I 42" H. STAIR DATA: / +� p` ABOVE a F4 _4C ARCH FROM LOUD WALL / V� I o o TO UNDER 18 RISERS AT 8'-0" TO 8' 8" �� o STAIRS I 1.38" EACH // / LINE OF SECOND 1 a q — FLOOR ABV.Lu o o v c° – – – R/S UP Lu 10.00 TREADS // / \ o FLUSH FRAME � 8'-8" FLAT CLG. TO FURRING a' 9'-4" 5LOPING I 2 51 OR 9'-4" / Q I o ARCH FROM BARREL ARCH 9' 4" FLAT CLG. I CLG. CLG. I I VO UME CLG. 8' 0" TO 8'-8" — —FROM 81-01, a 5 5H. TO 8'-8 LINE OF SECOND z FLAT HDR, 2x8 WA – – _ `� ° 2x8 WALL �ti I FLOOR ABV. L — — — _ _ — — _ 11 I 2x6 WAU FOYER TYPICAL MASONRY x m w WINDOW SCHEDULE I Ar 4 -4 SEE SECTION WINDOW WIDTHS s 0. 2011 2711 3111 5311 .�, 9'-4" INSULATE WALLS WINDOW CALL -OUTS >>JN L ` MASTER SUITE L9 2611 4" 12 5N 1/2 32 5N 22 5N 32 5N W LINES R�OOR iL-cq ro 0� �e FLAT CLC. J it m .— o0 N ZNv = 3911 O 13 51-1 1/2 33 51-1 23 51-1 33 5N J •' UPPER `��� 0 5111 14 51-1 1/2 34 51-1 24 5N 34 51-1 9'-4" TRAY CLG 2-6x6 8 M.G. ���� t 9 4 CLG. z 63° 0 15 51-1 1/2 35 5k 25 5W 35 51-1 i --i z BFP ' 12" 3 16 51-1 1/2 36 51-1 26 51-1 36 5N Q G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOWS, Ln uj w'- WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER I— I MANUFACTURER AND 5PECIFICATION5. 0REFER GPT. TO FLOOR PLANS FOR 5TYLE OF WINDOW z U5ED (51NGLE 1-1UNG-51-1, GA5EMENT- C5MT, OR FIXED UTIL. �_ GLA55- F.G.) REFER TO SHEET 2A2 FOR MAIN FLOOR T.O.M. T.O.M. T.O.M.T.O.M. PLAN DIMENSIONS 9' 4" 2 - 26 5H. 9' 4" 9'-4" A.F.F. ND. AT 8'-0" A.F.F. N.B. O.N.C. T.O.M. ( 0- I – – – – O BOTT. OF LINTY9' 4" �AT V-0" AFF.i v – - I F-------- AFF. RANGE I u I O W/ HOOD 1 ARCH FROM I o VENT HOOD AND 4 s' 0" ro 81-811 I ( I o � MICRO TO EXTERIOR A O Io LANAI FAMILY ROOM I 2c I - VT I INSULATE „ „ „ LINE OF SECOND DINING I I WALLS 9'- 8 x14'-4 @ 19'-6 x14 -0 I � / KITCHEN LHEN " `X 2 -STORY VOLUME FLOOR ABV. 10'-6"x14'-0" I / g'-4" FLAT CLG. 9'-4" PLT. HT. m ��� 1 9'-4" FLAT CLG. _ I �r I �I 11 I i AA �- 2 STORY 19'-4" / � �, �I 1 1 I G.C. VERIFY ACRYL1c GARAGE I 352 ON LANAI CLG. GLC. / SeI 1 1 I 20'-0"x20'-0" I al 1 1j 9,-4" PLT. HT. 61 GPT. TILE / / 5� INSULATE I� – �I ° I PAVER DRIVE / LEAD WALK 1 T.OM. OPENING I 42" H. STAIR DATA: / +� p` ABOVE a F4 _4C ARCH FROM LOUD WALL / V� I o o TO UNDER 18 RISERS AT 8'-0" TO 8' 8" �� o STAIRS I 1.38" EACH // / LINE OF SECOND 1 a q — FLOOR ABV.Lu o o v c° – – – R/S UP Lu 10.00 TREADS // / \ o FLUSH FRAME � 8'-8" FLAT CLG. TO FURRING a' 9'-4" 5LOPING I 2 51 OR 9'-4" / Q I o ARCH FROM BARREL ARCH 9' 4" FLAT CLG. I CLG. CLG. I I VO UME CLG. 8' 0" TO 8'-8" — —FROM 81-01, a 5 5H. TO 8'-8 LINE OF SECOND z FLAT HDR, 2x8 WA – – _ `� ° 2x8 WALL �ti I FLOOR ABV. L — — — _ _ — — _ 11 I 2x6 WAU FOYER MAIN FLO x m w I Ar 4 -4 SEE SECTION a I g'-4" 0. U) Jai(\ AIR HANDLER Noc�C9 .�, 9'-4" INSULATE WALLS >>JN L ` MASTER SUITE 19' 4" 1 CLG. 0 1 C0 LINES R�OOR iL-cq ro 0� �e FLAT CLC. J it m .— o0 N ZNv 16'-0"x14'-4>' CLG. •' UPPER `��� 9'-4" TRAY CLG 2-6x6 8 M.G. ���� t 9 4 CLG. s a 0� Fol T.O.M. -' a BFP ' ,�m� . �� I ILu Q g. 4.. w'- I GPT. TILLu M BATH UTIL. �_ DEN ENTRY AFF. ATTENTION TRU55 MANUF.:X CLG. CL 9'-4" FLAT CLG 9' 4" CLG, � PWDR x a, 11'-4' x10'-6" 9'-4" PLT. HT. I TRAY CLG. IN MASTER SUITE 15 DOWN -FRAMED � l 24116 TILE I -6x6-8 TEMP. GL. ENCL. CLG. 9'-4" FLAT CLG. FLUSH FRAME TO FURRING PAVERS – – – -� – – – BFD SHOWER ON 42" H. LOW WALL G.G. VERIFY GLA55 II — — Cl w rOPT. OPT. T.O.M. INSERT FOR FRONT I L LAV. 20" N. TIL I DRYER –1 I WASHER I PED. – – 9 4 – – – – – I DOOR. 5 SN. SEAT , L SN. J L _ _ W.C. LAV. L --- J L --- J 3'-0"x3.0" A/C PAD (SEE MECH. 3'-0"x3-0" A/CL_� PAD (SEE MECH. T.O.M. TEMP. GL. ENCL. AIR HANDLER 13 TEMP, 5H. HD. A? 8' 0" 26 SH. Hp. AT 8' 0" FLAT HEADER AT 8' 0" AFF. T.O.M. CONTRACTOR CONTRACTOR ON 42" H. LOW WALL 9-4 LINES FROM g, 4„ FOR LOG.) FOR LOC.) UPPER FLOOR HANSEN BOX AFF, DIRECT VENT DRYER BELOW PRECAST THRU EXT. WALL LINTEL MAIN FLO • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED x m w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. C 4)0 J 0 0. U) Jai(\ Noc�C9 >>JN L ` °°L' • 00 25 0 1 C0 iL-cq ro 0� J it m .— o0 N ZNv • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED `Z/ co : d r "6' • Z v o � � � n Z ne 0W 0 �� Cn 0) %40 0 HATCHING LEGEND SANFORD >= INSULATE WALL #1 6 1452 L258 5 • TITLE • MAIN FLOOR PLAN NOTES OR PLAN NOTES SCALE: 1/4" = 1411 GARAGE RIGHT aml DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 `Z/ co : d r "6' • Z v o � � � n Z ne 0W 0 �� Cn 0) %40 0 HATCHING LEGEND SANFORD >= INSULATE WALL #1 6 1452 L258 5 • TITLE • MAIN FLOOR PLAN NOTES OR PLAN NOTES SCALE: 1/4" = 1411 GARAGE RIGHT aml El 29'-0" 15'-0" 65'-4" 36'-4" REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTE6 • • x m w DAVIS BEWS DESIGN GROUP �o J010O —� EST. 1994 F` �- OJ co T Vi 0tp�M N I L a[7 V QoiLM O �` 'v ' 0 N r r----�---� 0 o� Co L---L---J 29'-0" 15'-0" 65'-4" 36'-4" REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTE6 JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED • • x m w DAVIS BEWS DESIGN GROUP �o J010O —� EST. 1994 F` �- OJ co Vi 0tp�M N I L V QoiLM O �` 'v ' 0 N 0 o� Co LE. Y 00 4 ZNv JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED MAIN FLOOR PLAN DIMENSIONS 6CALE: 1/4" = I'-0" GARAGE RIGHT • TI TLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER —� EST. 1994 F` �- MAIN FLOOR PLAN DIMENSIONS 6CALE: 1/4" = I'-0" GARAGE RIGHT • TI TLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * NR AT T-8" PAN AND DRAIN PLATFORM "v. 141 1-a UNDER A.H.U. * EGRE55 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 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOWS SHALL NOT PEI;VIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.S.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A57M F 2090 PER F.B.C.R 5TH EDITION (2014) P3122 TYPICAL WOOD FRAME • x 0 w WINDOW SCHEDULE 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Ctoo WINDOW WIDTHS �C OJr�il�� 20" 24" 36" 45" WINDOW CALL -OUTS r 0000) (D 20111818 F.G. 2015 F.G. 3018 F.G. 4018 F.G. Lu p03�Eagar, = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. M;; C4 0 J *+ 0 O zN2a 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H 60" 3: 1850 5N 2050 5H 3050 5H 4050 5H 22" 1860 5H 2060 5H 3060 5H 4060 5H �c G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, LLJ WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. z Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5E1) (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) NR AT T-8" PAN AND DRAIN PLATFORM "v. 141 1-a UNDER A.H.U. * EGRE55 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 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOWS SHALL NOT PEI;VIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.S.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A57M F 2090 PER F.B.C.R 5TH EDITION (2014) P3122 • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED • x 0 w 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Ctoo J'�O OJr�il�� 0000) �oLL• p03�Eagar, 0= Co ' u. M;; C4 0 *+ 0 O zN2a • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED "��� � s••a •exp �.J2'�.,�' n, z � o NO 0 ch 14�10 0 >= 0 _< �z U W 2585 • TI TLE • ANFORD UPPER FLOOR PLAN NOTES 1"141 R'T4 #16-145 UPPER FLOOR PLAN NOTES SCALE: 1/4" = P-0° GARAGE RIGHT • SHEET2B1 • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 "��� � s••a •exp �.J2'�.,�' n, z � o NO 0 ch 14�10 0 >= 0 _< �z U W 2585 • TI TLE • ANFORD UPPER FLOOR PLAN NOTES 1"141 R'T4 #16-145 UPPER FLOOR PLAN NOTES SCALE: 1/4" = P-0° GARAGE RIGHT • SHEET2B1 • El • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED X (u w 150 STATE STREET EAST OUXMMR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WW W.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 r 0 J0Lo 0 0 i r� (o oU1�M C4 L Lm LM O LL • 00 ° °-oma CO _-1 LL Y 0) 6 J L 0 C z OT • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED f:N1i `` #16-1452 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = P-0" GARAGE RIGHT 112 B2 II DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OUXMMR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WW W.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 f:N1i `` #16-1452 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = P-0" GARAGE RIGHT 112 B2 II ALL GUARDRAILS AND HANDRAILSTO COMPLY WITH FBG R301 AND TABLE 83015 PER F5 -CR- - 5TH EDITION (2014). STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER, HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIAIllimmond S" TRAY CLG. IN MASTER SUITE UNDER -STAIR PROTECTION ENCL05ED ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R - 5tH EDITION (2014) 8302.1 36" H. CONTINUOUS 42" H GRASPABLE LOWWALL 3/4" PLYWD. RAILING DECKING BEAM BEAM LINE OF 6'-8" MIN. FLOOR SYSTEM HEAD CLEARANCE FLOOR SYSTEM 2x STRINGERS 10.00" 42" H (T� LOW WALL II— N u I" NOSINGcz �— (TYP.) STORAGE UNDER 2x TREADS AND n. STAIRS lx RISERS (TYP.) N 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" = 1'-0" JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED \��y11i11111161 .I x ro w 150 STATE STREET EAST OLDSMW FLORIDA 34677 813. 925. 1.300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST". 1994 c ---e LO JO00 ,.Z •. O J u') 0 SII (0 ci) N tee •� '�'' jN p L 6 iL 042 _ -0 r) —j C O _0 LLY CA J 00 20 CID z JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED TTo ARCHWAY ASCALE: 1/4" _ -0" ";;��)iu')/N ll #1 6 - 1 452 PLAN DETAILS SCALE: 1/4" = 1'.0" GARAGE RIGHT \��y11i11111161 DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813. 925. 1.300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST". 1994 c ---e TTo ARCHWAY ASCALE: 1/4" _ -0" ";;��)iu')/N ll #1 6 - 1 452 PLAN DETAILS SCALE: 1/4" = 1'.0" GARAGE RIGHT \��y11i11111161 r ,.Z •. (►i,L tee •� '�'' p Z ce r) TTo ARCHWAY ASCALE: 1/4" _ -0" ";;��)iu')/N ll #1 6 - 1 452 PLAN DETAILS SCALE: 1/4" = 1'.0" GARAGE RIGHT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNESS U_� INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.15LR - 5TH 3/4" EDITION (2014) 8103.6.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R 5TH EDITION (2014) R1031o.2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UR-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIIT 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) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 12 LSHINGLE 6D ROOF G.C. VERIFY ALUMINUM 12 FASCIA OVER 2x6 6� SUB -FASCIA (TYPICAL) PLT. HT. _ L STUCCO 4" BANDING FIN15H (TYP.)Lj 7 co /� 12 2/ 12 61% SHINGLE 6 SECOND FF. LINE ROOF BANDING TEXTURED 12 Q6 STUCCO 6" BANDING FIN15H SHINGLE ROOF —_ PLT. HT. 15TUCCO FIN15H� 9 6" BANDING * r ITUCCO 12 6 Q FINISH, SECOND F.F. LINE -- SHINGLE ROOF --= T.O.M. zt 6" BANDING = e MAIN F.F. LINE GRADE LINE 4" BANDING TEMP. G.C. VERIFY GLASS (ASSUMED) DOOR SURROUND FR DR INSERT FOR FRONT DOOR FRONT ELEVATION SCALE: 1/4" - 1'-0" TEXTURED FINISH SMOOTH TEXTURED QUOINS (TYP.) JN � MAIN FF. LINE 7GRADE LINE (ASSUMED) c s N ;7w�D1LVI S B EWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORmA 39677 813.925.1300 TEL 813.925.1840 FAX W W W.L7AVISBEWS.COM TAMPA • L7ENVER x ro I� II■ III17 CtoT. ■_ 0 J -1 co '■ 'r Eli E SMOOTH■ ■AI co N j_ > J N V ` 6 i5 -r- p0 R � TEXTURED 0 o CD Y W �wN W 0 �h Z cf 4 't MAIN F.F. LINE GRADE LINE 4" BANDING TEMP. G.C. VERIFY GLASS (ASSUMED) DOOR SURROUND FR DR INSERT FOR FRONT DOOR FRONT ELEVATION SCALE: 1/4" - 1'-0" TEXTURED FINISH SMOOTH TEXTURED QUOINS (TYP.) JN � MAIN FF. LINE 7GRADE LINE (ASSUMED) c s N • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED J. - ;7w�D1LVI S B EWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORmA 39677 813.925.1300 TEL 813.925.1840 FAX W W W.L7AVISBEWS.COM TAMPA • L7ENVER x ro CtoT. o� 0 J -1 co i Oc� ■AI co N j_ > J N V ` 6 i5 -r- p0 R � 0 o CD Y W �wN W 0 �h Z cf 4 't • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED J. - #15-1452 ELEVATION "B" GARAGE RIGHT • TI TLE • FRONT ELEVATION DETAILS • SHEET3B1 • ;7w�D1LVI S B EWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORmA 39677 813.925.1300 TEL 813.925.1840 FAX W W W.L7AVISBEWS.COM TAMPA • L7ENVER -a--� .EST. 1994 #15-1452 ELEVATION "B" GARAGE RIGHT • TI TLE • FRONT ELEVATION DETAILS • SHEET3B1 • LANAI ROOF -- ----------------- ------V4:12 VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. /300 = 0.46 SQ. FT. X144=67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 6y -------- --------- I HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. 6:12 ul ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. i VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ, IN. PER 4 FOOT OFF RIDGE VENT I I * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS j REQUIRED, PER MANUFACTURER'S SPECIFICATIONS I I UPPER ROOF OF NET FREE AREA PER VENT. VENT REQUIREMENTS X N VENTILATION CALCULATIONS -d..a EST. 1994 � O To o I() 0 ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. I w I X 144 = 703 SQ. IN. I a w OL 66 6:12 HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. "` ik LL 6:12 # UPPER 2/3 ROOF VENTS REQUIRED = 3 ril .� I HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. j I ACTUAL SOFFIT VENTILATION =1477.6 SQ. IN. 00 Zc0vG0 I I I I I I I I � w I 6:12 -'�• 6:12 \------— — — — — — — — — — I---------- ----- ---J I 6:12 \ I I -L -------- I I I 6:12 -Q�, 6:12 I I LOWER ROOF i VENT REQUIREMENTS Lu VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. X 144 = 254 SQ. IN. i Zz, o I HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 - TYP. HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. OVERHANG ACTUAL SOFFIT VENTILATION = 504.4 SQ. IN. AA AT HIP (UND.) ROOF PLAN, SCALE: 1/8" : 1'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: TH15 DETAIL SHOWS THE TYPICAL THICKNE55 oLu X N 150 STATE STREET EAST OLDSMAR,FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. -d..a EST. 1994 � O To o I() 0 JcooN- w oM � a L Z 66 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) 8103.6,1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER RB.C.R. - 5TH EDITION (2014) R103b.2 AND 45TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" CLEAR OPENING HEIGH75 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 APOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR HER F.B.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 Q b - 12 6� Q6 GIRDER ROOF TRU'6E5 -TRU55 — AT 24" O.C. (TYPICAL) o /2-5TORY f f BR. 3 LC7 F F VOLUME ROOF TRUSSES AT 24" O.C. (TYPICAL) �- FLOOR SYSTEM BEAM OPEN M u ❑❑ FAMILY ❑❑ GARAGE KI M I EE SECTION AA SCALE: Ill 1411 12 a6 �a4 LINTEL 6 12 q6 12 /SHINGLE -- SHINGLE 6� ROOF 7 ROOF PLT. HT_ / _ _ _ _ _ PLT. HT. 0-TEMP.�ucco /STUCCOFIN15H co ' FIN15H 7 * 8II SHINGLE �l ROOF L-gHINGLE SECOND FF. LINE SECOND FF. LINE 12 6 ROOF SECOND FF, LINE T.o.M. - q 7 — —T.O.M. v /TEXTURED FINISH 7 �l TEMP. tl, MAIN F.F. LINE M • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TR ISSUED 04-25-16 REVISED X N 150 STATE STREET EAST OLDSMAR,FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. -d..a EST. 1994 � O To o I() 0 JcooN- V/ oM 66 iLt9 aON 0 0 cu• :R ,zsaN .� `o_j Co iL lcc� ti 00 Zc0vG0 • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TR ISSUED 04-25-16 REVISED TEXTURED FIN15H MATCH d �Osrl I i f 1!116/ D15TANCE �'��ea,�• • • • �3��r�i AT FRONT MAIN FF. LINE •,• J��� ----- – – – – – — , ill 6.• � r GRADE LINE TEMP. G.G. VERIFY GLA55 GRADE LINE (ASSUMED) FR. DR. INSERT FOR FRONT DOOR. (ASSUMED) ,, '. LEFT ELEVATION �� '�`-•��. • •���' SCALE: 1/8" : 14" /7iS1/11II101111i c.ca 12 12 � 6❑� SHINGLE 12 ROOF -~-SHINGLE PLT. HT. ROOF - PLT. HT. - —T ]/,Tc;ccE � W �� 0 SECOND F.F. LINE 4 D FINIS>�!7 z SHINGLE 8l f _SECOND FF. LINE V % T.O.M. _ ROOF —`- r.OM. TEXTURED TEXTURED FINISH 4.1 �? FINISH LL _L]Int L MAIN F.F. LINE TEMP.I �[j _ _ _ _MAIN FF. LINE_ 0 GRADE LINE GRADE LINE' (ASSUMED) (ASSUMED) ■ REAR ELEVATION SCALE: 1/8" : I'-0" 12 Q6 12 SHINGLE /SHINGLE q6 ROOF ROOF Z >� PLT. HT, PLT, HT. 0 e ZSTUCCO ZSTUCCO /STUCCO 9 J � FINISH 7 T FINISH 7 SHINGLE 2 FINIS; 7 • SECOND F.F. LINE `-jSHINGLE all SECOND FF. LINE /l ROOF $ SECOND FF. LINE - ROOF - T.O.M. /7 T.OM. • /TEXTURED @ /TEXTURED MATCH FINISH 7 FINISH 7 DISTANCE �l �l AT FRONT MAIN FF. LINE m 2585 a TI TLE • MAIN FF. LINE SIDES AND REAR ELEVATIONS ROOF PLAN GRADE LINE GRADE LINE>AI M(`c3 DETAILS BUILDING SECTION (ASSUMED) (ASSUMED) RIGHT ELEVATION SCALE: 1/8" : I'-0" V* Oki # 1452 SHEET ELEVATION "B" 3B2 GARAGE RIGHT -4 ob 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. -d..a EST. 1994 � TEXTURED FIN15H MATCH d �Osrl I i f 1!116/ D15TANCE �'��ea,�• • • • �3��r�i AT FRONT MAIN FF. LINE •,• J��� ----- – – – – – — , ill 6.• � r GRADE LINE TEMP. G.G. VERIFY GLA55 GRADE LINE (ASSUMED) FR. DR. INSERT FOR FRONT DOOR. (ASSUMED) ,, '. LEFT ELEVATION �� '�`-•��. • •���' SCALE: 1/8" : 14" /7iS1/11II101111i c.ca 12 12 � 6❑� SHINGLE 12 ROOF -~-SHINGLE PLT. HT. ROOF - PLT. HT. - —T ]/,Tc;ccE � W �� 0 SECOND F.F. LINE 4 D FINIS>�!7 z SHINGLE 8l f _SECOND FF. LINE V % T.O.M. _ ROOF —`- r.OM. TEXTURED TEXTURED FINISH 4.1 �? FINISH LL _L]Int L MAIN F.F. LINE TEMP.I �[j _ _ _ _MAIN FF. LINE_ 0 GRADE LINE GRADE LINE' (ASSUMED) (ASSUMED) ■ REAR ELEVATION SCALE: 1/8" : I'-0" 12 Q6 12 SHINGLE /SHINGLE q6 ROOF ROOF Z >� PLT. HT, PLT, HT. 0 e ZSTUCCO ZSTUCCO /STUCCO 9 J � FINISH 7 T FINISH 7 SHINGLE 2 FINIS; 7 • SECOND F.F. LINE `-jSHINGLE all SECOND FF. LINE /l ROOF $ SECOND FF. LINE - ROOF - T.O.M. /7 T.OM. • /TEXTURED @ /TEXTURED MATCH FINISH 7 FINISH 7 DISTANCE �l �l AT FRONT MAIN FF. LINE m 2585 a TI TLE • MAIN FF. LINE SIDES AND REAR ELEVATIONS ROOF PLAN GRADE LINE GRADE LINE>AI M(`c3 DETAILS BUILDING SECTION (ASSUMED) (ASSUMED) RIGHT ELEVATION SCALE: 1/8" : I'-0" V* Oki # 1452 SHEET ELEVATION "B" 3B2 GARAGE RIGHT -4 u� 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 F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO (ER SHEET) ENGINEERED ROOF ISES AT 24" O.C. ;RICANS 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 OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE 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 15/32 O.S.B. SHEATHING /'-; BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i EXTERIOR FINISH WATER PROOF CAULKING �J PER BUILDER i PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 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 F� TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING wFq�y� FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST SJR WEATHER RESISTIVE BARRIER SILL PLATE xksg (SEE DETAIL B JJ�P( O O FOR OPTIONS) s`y-( gyp, CORNER PATCH FLASHING (� O �:� 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 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / / / EXTERIOR RESISTIVE / SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING1 WINDOW) / 2 i i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. I VCEMENT PLASTER STOP WATERPROOF MEMBRANE I v EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. ■ i 20" FLOOR TRUSS i 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING SEE STRUCTURAL FOR CONNECTORS k 24" FLOOR TRUSS �o. TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' 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 WITH SECTION R702.7 OF THE CODE./� R703.2 WATER -RESISTIVE BARRIER V J���\ �'.•''r .,✓'�% ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH L 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 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-f�,'•., •® ° oK'��� TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. co in R703.8 FLASHING NNo APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT "' 0 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 0 a a COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR0 9 R,4 FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND z CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND (1) TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT 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 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. V./ 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 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. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. Q\U ivc" FLASHING DETAILS - #16-1452 • SHEET • FLASHING DETAILS 3 3 N.T.9. JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED X ro 150 STATE STIR EEC EAST OLDSMAk FLORIDA 34677 813. 925. 1300 TEL 813, 425. 1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER r 0 0 C J Lo -j co fA 2cq 0 M Y/ NM V 0 w 5 I M 6 Lm0 ;'_ aIn . 0 v °-0n NNNN r.0 E0-1 �-0�rn cq i J Co 41 V 00 o M(D JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STIR EEC EAST OLDSMAk FLORIDA 34677 813. 925. 1300 TEL 813, 425. 1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER EST. 1994 SHEATHING WEATHER RESISTIVE SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR -MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT ., ----- ..�....., r., SHFATHINC� _ _ NF-pni= 1 LN C•.l)RNFRG � __ _.._ ADHESIVE i i yr THRESHOLD / THRESHSH OLD • / / SECTION -A (SEE / DETAIL WP02) SELF -ADHERED FLASHING \ NAILING FLANGE FLASHING SELF -ADHERED, SEAL TOPS OF JOISTS KI UNDER *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETTAILAIL WP07) SHEDDING LAPS JG SELF -ADHERED FLASHING SELF -ADHERED FLASHING I EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING j ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING �j GALV' MTL. / L' FLASHING N cZ_c co 6" DIVERTER FLASHING s- DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH; r� HOLD EXTERIOR FINISH 2" ABOVE r ;> ...d,:. ROOF FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER 6 � FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL TEXTURE BARRIER SHEATHING WINDOW UNIT U o l() To EXTER, WALL FINISH FIN15H COAT DOOR ROUGH OPENING ASPHALT BASED SLOPE • °�•®®® MITER CUT AND �>��51ROWN COAT ®® CAULKED ALL BUTT 0.3 in :12.0 in ROOF CRICKET: 6 " X 18" H GALV: WOOD FRAME CONSTR. SEALANT APPLIED (0.6 cm :30.5 cm) MIN: 3:12 SLOPE FLASHING CONT. GOAT SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. BEHIND FLASHING °SGRATCN (REQUIRED AT BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING ' 5ELF-FURRING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN AND EXTENDING A LATH WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND ROOF EXTERIOR z MINIMUM OF 6" ABOVE OR EQUAL WEATHERPROOF CAULKING ° TWO LAYERS WRB u VERTICAL RISE OF CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER °WEEP °SEAL SCREED 6" X 18" H GALV. —LL TERMINATE SELF TOPS OF JOISTS „ - .: WIRE LATH _ADHESIVE iv FLASHING UNDER DECKING ' . Ja,,. ,,. (SEE DETAIL WP07) SUBFLOOR SEALANT .. ... . , .,;. AT LOWER N05E OF M.W.W.5. SELF ADHESIVE RIM JOIST FLASHING ROOF MATERIAL PER MA50NRY BLOCK WALL lo SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR -MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT ., ----- ..�....., r., SHFATHINC� _ _ NF-pni= 1 LN C•.l)RNFRG � __ _.._ ADHESIVE i i yr THRESHOLD / THRESHSH OLD • / / SECTION -A (SEE / DETAIL WP02) SELF -ADHERED FLASHING \ NAILING FLANGE FLASHING SELF -ADHERED, SEAL TOPS OF JOISTS KI UNDER *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETTAILAIL WP07) SHEDDING LAPS JG SELF -ADHERED FLASHING SELF -ADHERED FLASHING I EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING j ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING �j GALV' MTL. / L' FLASHING N cZ_c co 6" DIVERTER FLASHING s- DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH; r� HOLD EXTERIOR FINISH 2" ABOVE r ;> ...d,:. ROOF FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER 6 � FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL RD"F GEG� �9y ° ry'�Fgstiti F qsr OL/O/BOSS o tiC qC y9 R10& O�GK TYPICAL ROOF TO�Eo�Pp \P�p* WALL FLASHING DETAIL Fy��tiT�o,� blN GOU�h N C oxse 399 po'GOlsRS� \ SE MEQ N�- 7N fig( G� \ RAKE METAL 22 2g „ LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" s' 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7f UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM 36" VALLEY CENTERLINE 1" 8" 8" 8" 8" 8" 1" REMOVE SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER —7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED _ MAINTAIN BOTTOM OF WEEP SCREED 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 11/2" TO 2" TEXTURED, PAINTED 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH U o l() To EXTER, WALL FINISH OUTSIDE CORNER ASPHALT BASED :T AS • °�•®®® MITER CUT AND ®® CAULKED ALL BUTT 'IED ROOF CRICKET: 6 " X 18" H GALV: Ci in LL Lo SEALANT APPLIED N MIN: 3:12 SLOPE FLASHING CONT. `oma C°o BEHIND FLASHING E ��roN (REQUIRED AT i0!�(0 Z5 zN�oe ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A LOCATIONS) AT ENTRY ROOF z MINIMUM OF 6" ABOVE SHINGLES w m VERTICAL RISE OF FLASHING AT KNEEWALL 6" X 18" H GALV. —LL FLASHING CONT. iv SEALANT ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAIL S UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT RD"F GEG� �9y ° ry'�Fgstiti F qsr OL/O/BOSS o tiC qC y9 R10& O�GK TYPICAL ROOF TO�Eo�Pp \P�p* WALL FLASHING DETAIL Fy��tiT�o,� blN GOU�h N C oxse 399 po'GOlsRS� \ SE MEQ N�- 7N fig( G� \ RAKE METAL 22 2g „ LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" s' 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7f UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM 36" VALLEY CENTERLINE 1" 8" 8" 8" 8" 8" 1" REMOVE SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER —7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED _ MAINTAIN BOTTOM OF WEEP SCREED 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 11/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH U o l() To v ®®® ®.®• ALL INSIDE AND OUTSIDE CORNER �`®®® ' ®®•® WILL NEED TO BE • °�•®®® MITER CUT AND ®® CAULKED ALL BUTT " JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED ®•�®®°®®o ®®`®°c JOINTS NEED TO BE EMBEDDED IN SEALANT USING ® ° VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP •'�°. W SCREED x m DAVIS BEWS DESIGN GROVP U o l() To EST. 1994 0 _j co R, ,,AA N CO co *- >>JN Ci in LL Lo 00 � cci 'O r `oma C°o E ��roN i0!�(0 Z5 zN�oe " JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED ®•�®®°®®o ®®`®°c JOINTS NEED TO BE EMBEDDED IN SEALANT USING ® ° VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP •'�°. W SCREED •°9.0.0°® �\011111 B!// 1.01 # -t S INSTALL BOTTOM EDGE OF r.'�LL. 2 �" SLAB WEEP SCREED 1" BELOW co W O+�tz FINISH FLOOR Lt! i-- Z _~ QFz _ yy ern � OPTIONAL DETAIL „1011 ► N� WEEP SCREED DETAIL �7 k � o SCALE: NOT TO SCALE LL SHEATHING W 1 SELF -ADHERED FI ACHINr, PATCH I METAL FLASHING 1 1 1 IY/ \1— Y/ \VI -.Li 1 FLASHING DETAIL 31NEERED ROOF RUN KICKOUT FLASIHING 6" S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN DI TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW � " 16w1452 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. DAVIS BEWS DESIGN GROVP 150 STATE STR.EEf EAST OUXMAR, FLORIDA 34677 813. 925 .1300 TEL 813.925.1800 FAX W W W.bAV1SBEWS.COM TAMPA " DENVER EST. 1994 •°9.0.0°® �\011111 B!// 1.01 # -t S INSTALL BOTTOM EDGE OF r.'�LL. 2 �" SLAB WEEP SCREED 1" BELOW co W O+�tz FINISH FLOOR Lt! i-- Z _~ QFz _ yy ern � OPTIONAL DETAIL „1011 ► N� WEEP SCREED DETAIL �7 k � o SCALE: NOT TO SCALE LL SHEATHING W 1 SELF -ADHERED FI ACHINr, PATCH I METAL FLASHING 1 1 1 IY/ \1— Y/ \VI -.Li 1 FLASHING DETAIL 31NEERED ROOF RUN KICKOUT FLASIHING 6" S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN DI TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW � " 16w1452 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. G.C. VERIFY LOCATION OF ALL CAN LIGHTS 1 1 G.C. VERIFY LOCATION OF / 1 ALL CABLE TV OUTLETS I I I STD. LIGHT FAMILY ROOM G.C. VERIFY LOCATION AND HT. \ LANAI FOR ADDITIONAL OUTLET UP TO 1 flliRiE ERIFY IN -WALL FAN/ LIGHT \ CHASE TUBE WALL MOUNT W.P. AT 8'-8" X60" G.F.I. CM D W.P./GF.I.FOR ELECTfRICAL <E� MICROWAVE rug. sERv1cE OUTLET +14" COACH 0 DUPLEX CONVENIENCE OUTLET LIGHT DUPLEX OUTLET ABOVE COUNTER `� — — `7 GAL. ELEC. 2� AMP gt)48�� P. WEATHERPROOF DUPLEX OUTLET — PANEL IRRIG. I.F.Q. GROUND FAULT INTERRUPTER DUPLEX OUTLET OF WINDOWS C j l0, ;�, ,� I r — — - — — — — — - HALE -SWITCHED DUPLEX outLEt 1 O SPECIAL PURPOSE OUTLET VENT HOOD AND I I DUPLEX OUTLET IN FLOOR PENDANT MICRO TO ExTERIOR (VERIFY 1 n — I 220 volt OUTLET LOCATION) I — G.C. VERIFY \ I GF.I. I WALL SWITCH )_17;Q I "- UNDER CABINET >- , x� ,�; ;Q. I AT 48" GARAGE 1 13 THREE-WAY SWITCH 1 LIGHTING IN KITCHEN r 1 14 FOUR-WAY SWITCH DINING KITCHEN I I $o DIMMER SWITCH 11 1 I I I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE —�O✓ / I 1 1 I I WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE I �c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT /u FLUORESCENT LIGHT FIXTURE EXHAUST FAN ;Q, EXHAUST FANLIGHT COMBINATION cH J 1 ® ELECTRIC DOOR OPERATOR (OPTIONAL) ——— I I � CM FOYER \ / SD I I I GD OPENERFOR I cH CHIMES (OPTIONAL) I PENDANT 1 Ei PUSHBUTTON SWITCH (OPTIONAL) I � — — — — — CARBON MONOXIDE DETECTOR ;�' 'o' (VERIFY I — — — - j' LOCATION GF.L COACH s� SMOKE DETECTOR VE I AT 48° LIGHT so SMOKE / CAM MONO. COMBO DETECTOR 1 I ;O' TELEPHONE (OPTIONAL( I _.� I Q W.P. r • GF.I. I 0 TELEVISION (OPTIONAL) I I Qr THERMOSTAT ---_ I / PE ELECTRIC METER MASTER SUITE ' ENTRY I ELECTRIC PANEL W.P. M. BATH �'0 I DISCONNECT SWITCH DEN ® SPEAKER (OPTIONAL) ----,---� UTIL. -- PWDR I �, — — — — W.P. r r GF.I. I / ROUGH -IN FOR OPT. CEILING FAN 2i2 v.� L _ c 7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ L — — — J L — — — J GJ ROUGH -IN FOR OPT. CEILING FAN HORIZ HORIZ �'-� f� MAKE-UP MAKE-UP NOTES DIRECT VENT DRYER A/C LIGHT THRU EXT. WAIL LIGHT 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED DISCONN ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. GL. VERIFY LOCATION OF 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE OUTLETS IN NON -WET AREAS FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLEtS 14" cu • • G.C. VERIFY LOCATION OF 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM `PAMPA •DENVER. TELEPHONE. 14" (UNLESS ABV COUNTERTOP) U "- o oN PHONE PRE -WINS cq TELEVISOR, 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER i SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE N M �fn`./C7 AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. co jL 4. ALL 115A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING N ROOMS,. LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNR00MS, RECREATION ROOMS, MAIN DISCONNECT METER 4. CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. COMBO - SQUAD D G.C. VERIFY LOCATION OF ALL CAN LIGHTS 1 1 G.C. VERIFY LOCATION OF / 1 ALL CABLE TV OUTLETS I I I STD. LIGHT FAMILY ROOM G.C. VERIFY LOCATION AND HT. \ LANAI FOR ADDITIONAL OUTLET UP TO 1 flliRiE ERIFY IN -WALL FAN/ LIGHT \ CHASE TUBE WALL MOUNT W.P. AT 8'-8" X60" G.F.I. CM D W.P./GF.I.FOR ELECTfRICAL <E� MICROWAVE rug. sERv1cE OUTLET +14" COACH 0 DUPLEX CONVENIENCE OUTLET LIGHT DUPLEX OUTLET ABOVE COUNTER `� — — `7 GAL. ELEC. 2� AMP gt)48�� P. WEATHERPROOF DUPLEX OUTLET — PANEL IRRIG. I.F.Q. GROUND FAULT INTERRUPTER DUPLEX OUTLET OF WINDOWS C j l0, ;�, ,� I r — — - — — — — — - HALE -SWITCHED DUPLEX outLEt 1 O SPECIAL PURPOSE OUTLET VENT HOOD AND I I DUPLEX OUTLET IN FLOOR PENDANT MICRO TO ExTERIOR (VERIFY 1 n — I 220 volt OUTLET LOCATION) I — G.C. VERIFY \ I GF.I. I WALL SWITCH )_17;Q I "- UNDER CABINET >- , x� ,�; ;Q. I AT 48" GARAGE 1 13 THREE-WAY SWITCH 1 LIGHTING IN KITCHEN r 1 14 FOUR-WAY SWITCH DINING KITCHEN I I $o DIMMER SWITCH 11 1 I I I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE —�O✓ / I 1 1 I I WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE I �c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT /u FLUORESCENT LIGHT FIXTURE EXHAUST FAN ;Q, EXHAUST FANLIGHT COMBINATION cH J 1 ® ELECTRIC DOOR OPERATOR (OPTIONAL) ——— I I � CM FOYER \ / SD I I I GD OPENERFOR I cH CHIMES (OPTIONAL) I PENDANT 1 Ei PUSHBUTTON SWITCH (OPTIONAL) I � — — — — — CARBON MONOXIDE DETECTOR ;�' 'o' (VERIFY I — — — - j' LOCATION GF.L COACH s� SMOKE DETECTOR VE I AT 48° LIGHT so SMOKE / CAM MONO. COMBO DETECTOR 1 I ;O' TELEPHONE (OPTIONAL( I _.� I Q W.P. r • GF.I. I 0 TELEVISION (OPTIONAL) I I Qr THERMOSTAT ---_ I / PE ELECTRIC METER MASTER SUITE ' ENTRY I ELECTRIC PANEL W.P. M. BATH �'0 I DISCONNECT SWITCH DEN ® SPEAKER (OPTIONAL) ----,---� UTIL. -- PWDR I �, — — — — W.P. r r GF.I. I / ROUGH -IN FOR OPT. CEILING FAN 2i2 v.� L _ c 7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ L — — — J L — — — J GJ ROUGH -IN FOR OPT. CEILING FAN HORIZ HORIZ �'-� f� MAKE-UP MAKE-UP NOTES DIRECT VENT DRYER A/C LIGHT THRU EXT. WAIL LIGHT 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED DISCONN ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. GL. VERIFY LOCATION OF 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE OUTLETS IN NON -WET AREAS FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLEtS 14" G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED a` CSF Pr1R� #161452 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT • • G.C. VERIFY LOCATION OF 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM `PAMPA •DENVER. TELEPHONE. 14" (UNLESS ABV COUNTERTOP) U "- o oN PHONE PRE -WINS o TELEVISOR, 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER i SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE N M �fn`./C7 AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4/0 ALU. CABLE 4. ALL 115A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING N ROOMS,. LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNR00MS, RECREATION ROOMS, MAIN DISCONNECT METER DISC. CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. COMBO - SQUAD D o� Co° DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 REFER TO FLOOR tYP. INSIDE "14 AND �q2 COPPER TO LIGHTS AND OUTLETS 5. ALL 115A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY PLAN FOR NOTED MAIN DISC. PANEL ROOMS SHALL BE GF.C.I. PROTECTED (GPD AMPS. REQUIRED X10 COPPER TO WATER HEATER 6, IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN t0 ENSURE THAT ALL UNDERGROUND 08 COPPER TO RANGE ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA. 10, N.E.C. 2011, F.B.C,R - 5TH SERVICE BY EDITION( (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, TO FOOTING STEEL FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. ELECTRICAL RISER D IAC RA M B. 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 NOTE: LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC CODE LOCAL COPES ANp THE LOCAL POWER COMPANY G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED a` CSF Pr1R� #161452 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REt/ISED DAVIS BEWS DESIGN GROUP 150 STATE STREET- EAST OL)SMAR, FLORIDA 34677 (n 0 w Y O m O z cn O � z °C �O 37 ch F� >m _< • • X w 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM `PAMPA •DENVER. �-- EST. 1994 �-�0 - U "- o oN o :10 t' i N M �fn`./C7 N o� Co° OOcc�� Zc�vLd' • JOB NUMBER 26002.066 • CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REt/ISED DAVIS BEWS DESIGN GROUP 150 STATE STREET- EAST OL)SMAR, FLORIDA 34677 (n 0 w Y O m O z cn O � z °C �O 37 ch F� >m _< 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM `PAMPA •DENVER. �-- EST. 1994 �-�0 - 2585 • TI TLE �� • MAIN FLOOR ELECTRICAL PLAN4A • SHEET • 1_1pNm-ur LIGHT ELECTFR,fCAL <EE - — DUPLEX CONVENIENCE OUTLET — — x W w DUPLEX OUTLET ABOVE COUNTER I C.to 0P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET J co HALF -SWITCHED DUPLEX OUTLET 0M I-® SPECIAL PURPOSE OUTLET L = DUPLEX OUTLET IN FLOOR * 220 VOLT OUTLET QQIL• I WALL SWITCH 0 0 °�.0 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH [La � rn -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE C _J 0 WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN z of TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) Q CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR sc SMOKE / CANON MONO. COMBO DETECTOR — — ► Q TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THERM05TAT Cp ELECTRIC METER A- ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cC� ROUGH -IN FOR OPT. CEILING FAN v � <1CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ <, J ROUGH -IN FOR OPT. CEILING FAN NOTES- OTES1. 1.PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL 8WITCHE5 AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR. SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.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 GF.C.I. PROTECTED (GRI). G.C. VERIFY ALL 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL SMOKE DETECTORS ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, FB.C.R. - 5TH TO BE HARD -WIRED EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAWS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. SANFCIF��6 #16-1452 UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT • JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED x W w 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C.to o J0�O 0 J co 0M L N T >_>JN L L QQIL• 0 0 °�.0 0-1 C0 [La � rn C _J 0 00Cro� z of • JOB NUMBER 26002.066 CAD FILE NAMELOT 169 TB ISSUED 04-25-16 REVISED 2585 , • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET4B • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - EST. 1994 s�— 2585 , • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET4B • GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95°/ OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS o , MAX. DRY DENSITY AS BEARING CAPACITY 20 0 PSF MINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE AND/OR HAVE THE APPROPRIATE COATING OR USE WITH PRIATE MATERIAL SHEET SHEET TITLE HTHE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. Q __ _ .__ 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 STRUCTURAL NOTES MINIMUM G50 ZINC COATING z Z THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE w PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. S2 FOUNDATION PLAN � (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE w CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. S3 DOWEL PLACEMENT PLAN 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES v O OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING P LAN CAST IN PLACE CONCRETEf- PREFABRICATED WOOD TRUSSES zCL 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF S4.1 NOTES & CONNECTOR LEGEND o Ft 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR �, U AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT w 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF FRAMING PLAN = W CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 0 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN LOw WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR SD 1 FOUNDATION DETAILS O THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE2TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN /� q O . REQUIREMENTS FOR REINFORCED CONCRETE" ACI 31$ LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE SDZ GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301 DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING5 SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD SD3 GENERAL DETAILS m W BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH Q W AT EACH END SMALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. S D4 GENERAL DETAILS R 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, TO UPPER REINFORCEMENT ESLAB SD5 TWO SSHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS TORY DETAILS O 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF S w LO BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY e\�®i�01111f1/!/y,�� a 00 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SD6 TWO STORY DETAILS �o\\\ _� �'J�/`/i� r- 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS : /� /� Z ��� Q�;. '�Y ��i,. Q o FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF ST 1 STAIR DETAILS •� U-) ° HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL - 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) - p �, Z co �� J 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) UPDATES ; w OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF D' • v 4 - zFP ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: °°', O `er co O LU A)FLOORS = 40 PSF NUMBER DATE DESCRIPTION % �Cy''�. z W MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) O ''//z y'� 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF 1 5/9/2014 ®//7�// CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF CREATED ELEV. A, B, C AND ELEV A WITH BONUS, -j PSI (fm =1900 PSI) E> BONUS Roots/GAME ROOMS = 60 PSF U.N.O. WITH MASTER 2 AND WITH BONUS & MASTER 2 _ 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF B) BALCONIES =15 PSF 2 7/8/2014 CREATED (ELEV. `C W/ TRUSSWAY TRUSSES U) 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING &BLOCKING REQUIREMENTS w w SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS CREATED (ELEV. C W/ BONUS - TRUSSWAY a• 07 .� FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C, TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3 12/18/2014 TRUSSES ` A N PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING `� -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE U r 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCKTO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES z +o a z° ... 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" Q U C O` FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 cl o POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND w - _ 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND MASTER PER BILL YOUNGMAN, S REQUEST Q COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP U 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES p O$ 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 PERTB-56 Q 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WIN TRUSS SPAN OR PER TRUSS ZO Q LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS WIND EXPOSURE B AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-63. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) %7r?�ru1`= DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED (- 26.4 REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS, RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "*EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SMALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Wing U.N.O. E = 1,500,000 Wine U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/21', GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL ASTM A500, GRADL STEEL: A53, TYPE E OR S, Fy = (ALL Fc j = 900 Fc j = 900 Fc j = 450 SSTM &MSC ST EILPA 6 FyIPE 35 KSI. O HER STRUCTURAI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. 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 CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 a , :; ."AN C1P�D WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O %7r?�ru1`= (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 (- 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" (+) 18.4 + COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 5 5 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). 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 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 a. Uj v 8 1/26/2016 ADDED ALTERNATE DEN OPTION C) W OW &';Z DZ 0 . W zas Cn J (D c<g :� 12 O Z OF��m � Z J NN�2n o a99no's g oiExpi w U Ce is= = W U z LL. o p0 w� z ♦F_ W VJ O= U C) Z w 0 z m 0 O Z O J L z V r Z LU Z Z O O Yz W O 1 = 0000 N m o O J Z W U J a W co � QO= w O ~ ~ W STRUCTURAL ENG: CFG / BAD ......._... _.. - - -- -- O DRAFTING F- -STRUCT: JRH "".a. Q QC CHECK CC LIVING SPACE IS ABOVE THE GARAGE. s /6 UNO. h JOB No. TM - 215216 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, a , :; ."AN C1P�D w -----.._ SCALE: AS INDICATED TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, <>�* --- - -- -- -- ---- SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. %7r?�ru1`= W DATE: 05/03/2016 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY"° UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. U) 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD_ OCE WITH PLANS AND SPECS PROVIDED). # Ei 52 ~ S1 SURFACE AND ANY SOFFITS PROTECTED ON THE. ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE (IF (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 M 00 PAD I I P 7c' n" 52'-4" 2 STORY FTG. 75'-0" 1 9'-0" 13'-8" FOUNDATION PLAN_ 1/4'1= 1 1-011 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, W FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-11/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH L PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL J L (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR - LW EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. F 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM `\\`�er®eeo 00 ol aro,. Q` • • /s Q O c ' ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. C 7M LAP SPLICES SHALL BE NO LESS THAN 25". t° otlw=CO �,C CO P4 0: Q L 1 s ° .r, • L Ll 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR O v� RECESSING DOOR SILLS. J 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. L J 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE C Z F- SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR L USE ALTERNATE APPROVED METHOD. " <L F 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY L s COMMUNITY & COUNTY CODES. L 0 n _ 0000 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE U AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION 04 INSTRUCTIONS. L 9. NO WOOD STAKES PERMITTED IN FOUNDATION. D O W Z L 10, PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO 7 DETERMINE STEP LOCATIONS IF REQUIRED 0 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS [ AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD O ~2~ FOOTING STEP DOWN AND CORNER INFORMATION. t 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE U D SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS [ FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE DRAFTING: - — - — _-- PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL t CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO -STRUCT: JRH t FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. --._. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, QC CHECK: CC ))1 co COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS : 2 N DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). ` THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS F —— --- ...------ --- SCALE: AS INDICATED BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 n PSF. Y a Q� 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO t DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. ( FOOTING SCHEDULE c U U) dp w/ #5's EQUALLY SPACED EA. O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. t C Q BARS & 3" MIN. COVER TO EDGE OF CONC. [ C? ` = 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. N 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. L 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 4 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 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 (6) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. C O36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. )1 00 2 N BARS & 3" MIN. COVER TO EDGE OF CONC. t t 3.5 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. C dp w/ #5's EQUALLY SPACED EA. t O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. - BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W.60 t BARS & 3" MIN. COVER TO EDGE OF CONC. Ij SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. c TO TIE BEAM ( 6'-8° O.C. MAX U.N.O.). o r 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. I I I FOUNDATION PLAN_ 1/4'1= 1 1-011 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, 3 o W JJ n C L J L LA LW luio�llri��� '- `\\`�er®eeo 00 ol aro,. Q` • • /s Q O c ' Z c� 7M w•� Z W t° otlw=CO �,C CO P4 0: Q L 1 s ° .r, • ZZ O• 0 q ® rJ• COQ W O Ll Z O v� n J L J _ C Z F- _ O <L O C ' s / III r Ci C 0 n _ 0000 2 to U 04 D O W Z 7 0 LUO O ~2~ u _ U D 0- �.I Y C STRUCTURAL ENG: CFG / BAD DRAFTING: - — - — _-- Y -STRUCT: JRH t Z 0 --._. J QC CHECK: CC = V Z— —— --- ...------ --- SCALE: AS INDICATED 1J n DATE: 05/03/2016 Y a Q� 2 U U) C Q U PP 3 o W JJ n C L J L LA LW luio�llri��� '- `\\`�er®eeo 00 ol aro,. Q` • • /s Q O c ' Z c� 7M w•� Z W t° otlw=CO �,C CO P4 0: Q L 1 s ° .r, • ZZ O• 0 q ® rJ• COQ W O Ll Z O v� n J L _ C Z F- _ O <L O C ' ] L / III r Ci C 0 L L�U� U J r-0 Ica C L u Z C 3 = C� r (n��8 W S' F ❑ (n OL,j M E Z 0 Q*N W z NF0� j Q O Q455E U U tr��i CLU oo }� O u IU. — 9 L W W _ D _ JJ n L 7M Z O v� n J > Z F- _ J � O <L LO O n _ 0000 2 to 04 D O W Z 7 LUO O ~2~ u _ D 0- �.I Y D STRUCTURAL ENG: CFG / BAD DRAFTING: - — - — _-- Y -STRUCT: JRH n --._. J QC CHECK: CC = JOB No. TM - 2152162 Z— —— --- ...------ --- SCALE: AS INDICATED 1J n DATE: 05/03/2016 Y 2 0 m N 0 �I 1'-4" V 8'-4" 4'-4" V 4'-0" V 4'4" V 4'-0" V 4'-0" V 2'-0" V 7'-0" V 3'-4„ V 6'-8" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q - - - -- -- -- -- TO TIE BEAM. Z LU INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 W W et Z o 0 N Z 0 U W W 0 0 C� Z_ 5 m W O J LL L0 W J Pie O �� "� • "• //� (n co 6'-8" 6'-8" 5'-8"7'-0" ; W h 1js Z = z Ile• • U- Q 0 W N O V o ` Ci Q'; z 0 C6 0 LLI 10 , v zo ULL O Z O p IL W o Z W �., � U—)� � g .� �- W00 .A�n (� N a W F-ZM p U or .� Z Z (/)-�Z^ 0 J Q 0 3 W H Uj U ~ 0 W 0 0 LWU O A- U) U) Q Z 0 W d z m O Z O 0) 11 H z Z E— w Z J O 0J z 0 LLF = Oa`no0 a LaN o OWZ z w 0 O W O ~ ~ 0 W U) a w STRUCTURAL ENG: CFG / BAD (� DRAFTING. H -STRUCT: JRH U) -_... _. __- . _ J QC CHECK: CC Z JOB No. TM - 2152162 W- - - - � SCALE: AS INDICATED S N F ``.` I "� D K DATE: 05/03/2016 DOWEL PLACEMENT PLAN���, #16-1452 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. �� 7'-0" 6'-8" L 6'-8" 6'-8" L4'-8" 3'-2" 2'-4" 3'-4" 3'-8" 3'-10" 4'-4" 7'-4" change to a printing layer if req'd F I RST F LOO R F RAM I N G PLAIN 1/4"= 1 1-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I F— t1 W C) m W LL o � O J L- LL W Z Q pN 00 M. af—g CL a z +yr 1 J•�. 6 • �` LL /11111111th J Q ILL 2 W • `�� M O o U r c Z Q c 0 cl a LL O Z 0 Q r■i■ z O U) O af IL Z IL ui v � z � v c~n W N Q Z °e Q cz; W G U- 0 z tn� z < J V) n �ME , U �% W us ; F— J = w z A"N r lO 0 0 W a W C/) d z m O Z J O 0)to 11 a Z W Z JOC O O 'j Q z vl—i �t0 _ 0000 CV m a -j U3 Lij Q0= W O H H a W U) t1 W STRUCTURAL ENG: CFG / BAD F- - -- - .. ......... __.-.--.-......_------- — (� DRAFTING: F--STRUCT: JRH J QC CHECK: CC Q_...... .......CNF ZJOB No. TM - 2152162 w SCALE AS INDICATED W DATE: 05/03/2016 # 452 S4 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16"(3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) OK OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C. 1160 pif 3rd. PT. ATTACH KING STUD TO HEADER w/(8) 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL BW4 12" (3)12d TOENAILS (3)12d TOENAILS 111.25 MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR WMIN. OR ENDNAILS OR ENDNAILS UPLIFT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN V-0" TO T-11" 1 1 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING 1i TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 3140 GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. %z" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) DO (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) OK PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS 111.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR WMIN. 7" EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. !HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING 1i TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN DO (2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN HO 4x4 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. SO 7"x7" LVL COLUMN. O3-1/2"x11-7/8" LVL COLUMN. O O H10A 1340 STANDARD COLUMN NOTES - 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & a" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$' 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 GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 221' 10d .148" x 3" 12d .148" x 34° 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPFii TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYPii (2)2x8 #2 SYP META16 w/(7) 10dx1l' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" 1 ❑ META20 w/(7) 10d x 12' NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 iTRUSS (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 3- (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & MH2.5A w/(10)8d FRAME TO FRAME 535 600 a MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 EMGT 8 w/(22)10d $' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS a HTT4 w/(18)16d x 2Z' 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)4"x24" TAPCONS 0 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 833pif 92811 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 Efl LTT20B w/(10) 10d NAILS & 6" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32.-O.C. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. 11i CONNECTOR. IF UPLIFT EXCEEDS 5351bs USE (2) 111 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 21001111 CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS 0 ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL 0 * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL " U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 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 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 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" 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 FEE'S 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 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. 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, 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. w 1/1TP-P1. 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 NFORMATION REQ FOR DOOR AND WINDOW INSTALLATION ALONG WITH W J H z W 0 F W v 0 0 N �. z 0- O ~ w U 10 W W O z W m 0 \00 lift LID LL w 0 00 Z ee �j� J 6W _ 20 Cr III Cr ku �i zCj Q G0 z ad B_ J Q '0 cn W aJ O' ly + 4r a 0 co O o ❑ 'l- o z 0 3~ z Q C.) c O C6 C ( i b 2 Q C O E 0,�, Q Z 4 O cc W LL u.i H O Z C w g* U)Lu W. -FF, W vWi w N LL z z z P gggWz OW LULu �� I=- Lu V, Z O �. O w F- LLI C oW0 =Z _ O C U Q Z W 07 a z m oZ � J O o� u ❑ I.- to z 10 r z Z 0 0 J Q Q I�111O U) 0000 0 Wto Nm 0 0 J Z H W LU LU >- 0 F0 0 la -CF- U) a LU o: STRUCTURAL ENG: CFG / BAD C DRAFTING: ADDITIONAL I I--STRUCT: JRH DIMENSTIONS NOT SHOWN HERE. vj -- - -- - - -- ---- Q QC CHECK: CC 1- JOB No. TM - 2152162 NOTES & CONNECTOR L_SCALE: AS INDICATED DATE 05/03/2016 rANFORD COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strict) prohibited. ��� ''�` G✓A p p Y Y p p Y W c 1/4"=1'-0" U) S4 , i it - 1 452 00 J08 J09 J10 J11 J11 J10 J09 J08 O� O Z 0 Q Z 0 O afCL W W z .J cn Jrzg� U) CL 0 W W9 --n 06 Z V ZZ LL Z UO�Pi r' z of� .. ° a $1 O ZO a<i�3 E J99 W LL U � � ~�i H W � Z O§ F- O W 1= 0 U Z W W Is O = (.5 _ U Z ��II Jf�1 II Z m STANDARD 2ND FLOOR FRAMING H2x6 J08 O Z 0 C) 11 NOTES: J w 'S%A z o a Oma, w Z J 0 SO SD5 n V)�Y ¢ oC p = 0000 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR N W . m O WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. o ~ 0WLL �— a0X 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q - — W -- - - -- - U-1 TO FOLLOW THE DETAILS INDICATED BELOW" Z X Z) STRUCTURAL ENG: CFG / BAD (� DRAFTING: OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS W -STRUCT: JRH J QC CHECK: CC SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR _- --- �� ° P VIED/ JOB No, TM - 2152162 SHEATHING IS NOT CONTINUOUS) w OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS fY SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) It Q 0 N 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. Z 0.. O w EXTERIOR FRAME WALL F- o SCHEDULE W 0 (TAYLOR MORRISON) 0 WALLS WITH PLASTER OR STUCCO FINISHES z WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE -� 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX Q W 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O J ILL\®\�\`l��lf►f////`, 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX LO ���ii d 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAXCQ .��\��••°°°°°°°°• ti Z �. .� a o co •: -_ �_ Z EXTERIOR FRAME WALL NOTES ;W �* 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED ��••:�; • = Z p TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR IETAIL RED D SPACING. LU'f//®/ -y .° ,° c� e Q 3. °°°°°�c��\�\ O h ILL 2. SEE DWF1 SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. O 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE Q NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN I=- 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR C3 REVIEW OF EXTERIOR STUDS co SO 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE W w / SD5 MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS CL N 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. O / C � 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO U z o o a)FINISHES, Q0 FRAMER IS TO FOLLOW CHART ABOVE U.N.O. Z ` q QU c 0 rS ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B J20 w CU Q U O Z 0 Q Z 0 O afCL W W z .J cn Jrzg� U) CL 0 W W9 --n 06 Z V ZZ LL Z UO�Pi r' z of� .. ° a $1 O ZO a<i�3 E J99 W LL U � � ~�i H W � Z O§ F- O W 1= 0 U Z W W Is O = (.5 _ U Z ��II Jf�1 II Z m u U H2x6 J08 O Z 0 C) 11 J 'S%A z o a Oma, w Z J 0 SO SD5 n V)�Y ¢ oC p = 0000 N W . m O o ~ 0WLL �— a0X Fn O F- 2 F- W 0- U-1 X Z) STRUCTURAL ENG: CFG / BAD (� DRAFTING: -STRUCT: JRH J QC CHECK: CC Q_.. _- --- �� ° P VIED/ JOB No, TM - 2152162 ROOF FRAMING PLAN �y w _- 0 SCALE. AS INDICATE--- 1-1111-11D A0,N, ,0R D U) DATE: - 05/03/2016 W 1/411=11-011 °gip r, W �R.1111111 .y NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND # 1 6 - 1 4 5 2 S4.2 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 AT CORNERS PRECAST "U" METAL LATH OR VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEETMETAL & BEARING (MIN 3") 21/4 LINTEL, #5 TO BE `. PAPER FELTPROVIDE SCREEN WHEN BLOCK BELOW IS 10" HOOK HOOKED INTO PROHIBITED) NOT REQUIRED TO BE FILLED SIDE VERTICALS STANDARD 90 DEGREE HOOK d+i+ • ee a ., . .ee e' —Qe- .d• .e : ° °•. 'e'+"' TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL ° W 7 e • e f- BLOCK FILL w/ 3000 psi CONC. w/ 1 #5 DIA. REBAR rOLr- 0 a Z 4 N Uj Uj j� 4 '.gip .-.� • ..' a °. 211 ROUGH OPENING PER PLAN 1 , d o d, . STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR A .�e' GRADE 60 BAR SIZE e LENGTH LAP SPLICE dQ 1d• �•• •� •. OPENING �e.l a SEGMENT "A„ .' 4 . d a'e , e 17/8 a. 7 d. 21/4 41/4 RRR . 18 TRANSOM OPENING 21/2 e 91/2 .d A. 55/8 121/2 e ' 31/8 7 113/4 rOLr- 0 a Z 4 N Uj Uj j� 4 '.gip .-.� • ..' a °. 211 ROUGH OPENING PER PLAN 1 , d o d, . STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR -'-- 8" x 8" x 16" CMU U.N.O. �— INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 4DO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE e LENGTH LAP SPLICE BEND 0 �v " .NO �•• •� •. OPENING "B" a SEGMENT "A„ "B" 11C1. Q e...a'1_..- 17/8 a. 7 d. 21/4 41/4 91/4 18 TRANSOM OPENING 21/2 5 5/8 91/2 a A. 55/8 121/2 24 ' 31/8 -'-- 8" x 8" x 16" CMU U.N.O. �— INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 4DO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE e LENGTH LAP SPLICE BEND 0 .LINTEL " .NO -SHEAR WALL AT OPENING "B" TYPI AL SHEAR WALL SEGMENT "A„ "B" 11C1. ....... _...,.... e...a'1_..- 17/8 41/4 7 d. 21/4 -'-- 8" x 8" x 16" CMU U.N.O. �— INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 4DO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 .LINTEL LAP SPLICE AND LOTT'S CONCRETE "A" "B" PER PLAN „D11 "A„ "B" 11C1. "D11 .. 6 17/8 41/4 7 15 21/4 41/4 91/4 18 TRANSOM OPENING 21/2 5 5/8 91/2 20 A. 55/8 121/2 24 #5 31/8 7 113/4 25 FRAME INFILL AROUKR 7 151/2 30 #6 33/4 81/16 14 WINDOW BY BUILDS 41/2 ..'� �'' 36 SEE FOUNDATION 1 43/8 9 13/16 16 1/2 SEE WF01/SD3 FOR MORE INFO \ 51/4 9 13/16 :' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 22'-8" 1 0 110/0 1 450/0 824/0 ON EITHER SIDE U.N.O. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSL 2'-4" 1694/1694 3725/3280 5499/5421 04 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. T-0" 1230/1230 2769/2769 it (2) 2X8 WOOD HEADER T-4" 1081 /920 2769/1716 ; A ;; TURNED SIDEWAYS. .�..:j..: LINTEL DESIGNATION SCHEDULE 4'-4" 846/833 FIRST PLY 2X8 TO 3127/2839 0Ll MASONRY WALL W/ I; DOOR OPENING 1761/1761 2595/2595 •. ' SIMPSON HUS26 HANGER LINTEL °..� 6'-4" 526/434 1539/1539 1329/2267 @ EA. END. W/ (6) 3/16"Ox MARK REQUIREMENTS U = UNFILLED R = RECESSED T-4" 1-3/4" TAPCONS INTO 1334/1334 1964/1552 MASONRY & (4) 10d X 1 QUANTITY OF #5 REBAR 1/2" NAILS INTO HEADER. 8'-4" 2ND PLY TO 1ST PLY W/ 1152/1152 1694/1552 QC CHECK: 10d STAGGERED @ 6" O.C. A'DO LINTEL W/ TRANSOM DETAIL 8RF6-1B/1T BOTTOM OF LINTEL CAVITY 8F16-1B/1T O SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE AND LOTT'S CONCRETE "A" "B" VIC11 „D11 "A„ "B" 11C1. "D11 #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 1 43/8 9 13/16 16 1/2 35 51/4 9 13/16 213/41 42 6'-4" I LINTEL PLAN e a d Q J a #4 = 2 Y2" A! - ° #5 = 2 /2 " e ° + ,'a n a aa' e A. a e. "Bn ea .44-4 .e LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1'80° HOOK AD08 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �. PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE �g; 3 LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: oo APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS 06 (� STANDARD LINTEL NOTES STANDARD LINTELS ; LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32-1B/8F32-0B 1' AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN Z < C u U V-6" 2231 3069/3069 6113 / 6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 0 r j J W INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS s C F U ] U C C C C. C 4'-6" 710 1423/1105 4360/1631 6036/2549 8328 /3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 184$ 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" 0 284/0 960/0 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. fc PRECAST LINTELS = 3500 PSL 2, fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 1 0 145/0 1 550/0 981 /0 1376/0 22'-8" 1 0 110/0 1 450/0 824/0 1147 / 0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSL 2'-4" 1694/1694 3725/3280 5499/5421 04 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. T-0" 1230/1230 2769/2769 4085/4085 T-4" 1081 /920 2769/1716 4085/2839 p� LINTEL DESIGNATION SCHEDULE 4'-4" 846/833 2121/1716 3127/2839 0Ll 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / i 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR -STRUCT: JRH 8'-4" 415/235 1152/1152 1694/1552 QC CHECK: CC 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY 8F16-1B/1T O 8178-1 B/1 T = JOB No. QUANTITY OF #5 REBAR AT TOP C 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER U SCALE: 0 8RF14-1B/1T 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT 05/03/2016 r C S5 0 8F16-1B/1T NOMINAL WIDTH TYPE DESIGNATION E 0 8RF14-0B/1T O 8F16-0B/1T 1-1/2" CLEAR �- 0 8F20-1B/1T Q #5 REBAR AT TOP MIN. (1) REQ'D O_ " 8F20-0B/1T U J ¢ ¢ C.M.U. O 8RF22-1 B/1 T 00 � GROUT 0 81724-1B/1T '6 Z a #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED 0 8RF22-OB/1T 7-5/8" AC A IN LINTEL (VARIES) M 8F24-0B/1T 8" NOMINAL WIDTH FILLED N N 8RF30-1B/1T ,_ OC P 8F32-1B/1T 1-1/2" CLEAR o .J C=7 '4 0 O 8RF30-0B/1T _ •.' #5 REBAR AT TOP MIN. (1) REQ'D F C 0 81732 -0B/1T v ¢ z C.M.U. o O 8F38-1B/1T � Q u C O 8F12-1B/1T MIN. 28" Z `� - < O U 81740 -OB/1 T Zo '�`�'� BOTTOM REINFORCING PROVIDED Li C 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH C O 8F8 -06/17 UNFILLED < OX C SAFE LOAD TABLE NOTES L F O 1. ALL VALUES BASED ON MINIMUM 4"NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 7 o LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL c �'L RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Oo i` 2. 0 = NOT RATED. C 19 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 41), GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR o 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING C O ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 7-4 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 L CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF G SUPPORT. c 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. = 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. C LINTEL PLAN e a d Q J a #4 = 2 Y2" A! - ° #5 = 2 /2 " e ° + ,'a n a aa' e A. a e. "Bn ea .44-4 .e LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1'80° HOOK AD08 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. �. Z W �g; 3 Z oo �N W 06 (� F- Z In Q a! j . c Z or-9r 5 F- Z w N � n 0 r j J W Z o U a� E tr6� Z Z iLc 3 gc�` _ W J �UZ O U. Ov W c oo 0 J c Z 0 J 0 r Z F- O �UZ J Q W O � '- OooLn g > 04 O W Z L) X00 p� 0Ll U STRUCTURAL ENG CFG / BAD - - - --- --- -- ? DRAFTING: --- _._— .............. ------- C -STRUCT: JRH QC CHECK: CC {� = JOB No. TM - 2152162 U SCALE: AS INDICATED 0 DATE: U 05/03/2016 r C S5 J �•/ (1) #5 FROM FTG. TO (1) #5 FROM FTG. 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I— I =III ° . _=I I— ���N , H JOB No. -- -- TM - 2152162 I —II :, SCALE: AS INDICATED 2I�SAN: a 4 W 05/03/2016PIPE VERTICAL THRU FDN DATE: - A'�F1 NOT USED TYPICAL FOUNDATION PENETRATIONS I-III=1 I=I 11=1 I I U)� 01 3/4"=1'-011 # 6-1452 PIPE PARALLEL TO FND 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. 8"CMU - FINISH PER ELEV. CONC, SLAB PER FOUNDATION PLAN FINISH FLOOR PENETRATING .'GRADE PIPE = a — — = .':: , PVC SLEEVE MIN.I — I — I— — FOOTING PER PLAN DIAMETER TO BE 21I - 3/4"=1'-0" L IF BRG. 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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 1/2"=V-01, NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SPI CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1) CONT. 6HKNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FO BUCK FRAMING INF( 3/8" DIA. ANCHOR CENTERED STRUCTURALSTRUCTURAL 7/16" O.S.B. EA. SIDI THREADED RC 2x BLK'G. TO O.S.B. PLAN / BEARIN (2) - 8d EACH END SCHEDULE. OI` VIEW w/ WOOD REQUIRED WH 716" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MI BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE IF DBL. NAILER IS WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O.C. 5-1/2" EMBED. AT EA. 2'-0" ABOVE A POINT DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. J ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, GALVANIZED FLASHINGUj REST EQ. SPACED -24" O.C.) or QACC of A 1/2"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN STRUCTURALSTRUCTURAL 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. CHIMNEY CAP (2) - 8d EACH END END VIEW w/ WOOD 1"=1'-0" 601) DORMER FRAMING DETAIL EDO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR rDDITONAL NFORMATION HEADER CAN BE :ITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS :ACH 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 <V 2x STUDS @ 16" O.C. FOR KNEE WALL OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT l ROOF SHEATHING FOR STRAP F C O CONT. ROOF SHEATHING NAIL PER PLAN jjD PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D TO TOP CHORDS OF TRUSSES BELOW WHEN I �I D BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS a BELOW AND CONNECT w/ HTS20 @ 32" O.C. E O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW OF 2x PLATES OVER ROOF DECK PER VALLEY H y 4 A,, K FRAMING DETAIL ODOUBLE TOP PLATE �\ I B OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C RAFTER �' I OCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ , E STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN D OCURVED ROOF TRUSSES PER PLAN OR CURVED G RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 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 (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED" TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 2' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR -1" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. 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. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. Aw. ItF_jlal� Itsaafw7I�E 2x BUCK DETAIL TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D --- ��— (2) 2x TOP PLATE (2) 2x PLATE —� 'x4 SPF CONT. MIN. 2x4 SPF #2 KNEE -J WALL WITH STUDS @ 16" O.C. W/ (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 3LOCKING ATTACH TO STRUCTURALSTRUCTURAL w FOR BEAM SIZE CHIMNEY CAP SHEATHING ON BOTH O.S.B. BETWEEN SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF 0 SIDES FROM TOP OF JAILS WALL TO BOTTOM OF CLEAR BETWEEN FLUE I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER IF DBL. NAILER IS RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE 2'-0" ABOVE A POINT & FRAME NAILING SCHEDULE '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED FO 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 CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (3) 10d NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C LOCATION. MIN (3) BAY 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYP TOENAILED TO DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" KNEEWALL AT UPSET BEAM 3/4"=1'-0" 12 SEE PLAN r-------__--- A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" PRE -CAST LINTEL PER W PLAN (2) 2x PT BUCKS w/ 1/2" ATTACHMENT REQUIREMENTS Q p li- w CHIMNEY CAP SPECS W/ 2" MIN. O.S.B. BETWEEN SIZE TAPCONS SPACING # ROWS 0 TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE FLOOR PLAN w IF DBL. NAILER IS 2x4 3/16" x 3" 12" O.C. 1 0 2'-0" ABOVE A POINT & FRAME z 0 J USED, USE 1/4" x 4-1/2" Q GALVANIZED FLASHINGUj ❑ ,Q NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR � w TAPCONS; SEE NOTES 2x8 3/16" x 3" 12" O.C. 2 E - (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL � 0 1 FOR SPACING NAILING SCHED. w W TYP. @ ALL WINDOWS = 0 00 0 DOUBLE TOP PLATE FASTEN PT 2x NAILER C4 2x4 VERTICAL @ 24'" 2x4 FRAMED CRICKET W/ GALVANIZED �� EXT FINISH PER PLAN O TO MASONRY NOTES: W O.C. MAX. w/ (4) 10d FLASHINGV 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, X + - w0 LJ.I �- 0 CHORD & (3) 10d NAILS + FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z � Q = TO TOP CHORD; NOTE . &, MAIN FLOORw ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK F' IF WALL HEIGHT IS (4) 16d COMMONS , . ELEV 0'-0" � 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, o N BETWEEN 4FT & 8FT, + NAILED @ EACH END ` � STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN + IL VERT REINF BEYOND w THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x V BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" w O.C. @EACH SUCCESSIVE BUCK = UJ 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 1-- 0 (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS Uj TBD BY BUILDER (FASTENING) ARE MET Q 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS Z tl.l Uj 0 �rrr1\IIIIIII////s/7 1-011 �P.•° �e•� �"' ..os��� ��' d oD r U) Z SHEATHING PER PLAN STRUCTURAL TYP. TRUSS TO FRAME SHEATHING ,� ' 2� CONNECTION PER TYP. TRUSS TO FRAME W10 f- q -= `� J STD. CONNECTOR NOTES CONNECTION PER .• �j CO Q STD. CONNECTOR NOTES w ` Z FRAME OUT TO BLOCK •�®`` •• EDGE AS REQ'D FRAME OUT TO BLOCK _ e"�\~\� 7I/////il1111111\\r®� O J EDGE O w J �Q (2) 2x TOP PLATE _ 1/2" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN � (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE (ONLY O.C. & 6 FROM EACH U) FOR BEAM SIZE END IF OPENING PROVIDED w .1r0 PER PLAN)0 Q co MIN. 2x4 SPF #2 KNEE 20 F .4 o WALL 16" STUDS / w 2x PT BOTTOM @ U z PLATE O.C. w/ STRUCTURAL ❑ o __ SHEATHING FROM Z U " O PRECAST LINTEL OR TOP OF WALL TO KNOCK OUT COURSE BOTTOM OF WALL. ATTACHED PER w NAILING SCHEDULE CL Q OTHERWISE SP2 CLIPS z BUILDER FRAME MASONRY WALL AT TOP AND SP1 CLIPS U w0 0 RADIUS AS REQ'D AT BASE ARE REQ'D O$ Q� Z O *`_F�0KNEEWALL OVER MASONRY WALL o 3/4"=1'-0" 3/4"=1'-0" a LU „ w ROOF SHEATHING U Z ATTACH PER NAILING (� SCHEDULE � W �r:gt ❑ iF;i STANDARD TRUSS U) W U, TOP CHORD VARIES LL Q z TRUSS WEBS NOT z SHOWN FOR CLARITY PRE-ENG.TRUSS PERU Q Z .. _— PLAN, 24" O.C. MAX �/ 2x4 #2 SYP CROSS i LL 1 OU BRACING (AT 45°) W/!!!! !< F - ROOFING MATERIAL w W cc w (3) 12d NAILS TO RAT PER ARCHS W ' RUNS. TYP EACH SIDE SEE FRAMING PLAN H J Z 611 FOR CONNECTION I 'Uj 0 CONDENSATE INFO w 2 DISPOSAL BY A/C SEE ELEVATION U SUPPLIER TOP OF MASONRY Q W CONNECTION TO BE LU _ SUPPLIED BY A/C=:SEE ARCH PLANS FOR O COMPANY OVERHANG INFO U U) Q Z (2) 2x4 #2 SYP p BLOCKING W/ SIMPSON RE. ELEV. � A34 OR LUS24-2 EACH FOR O.H. O END TYP. SINGLE TIE -BEAM M W/ (1) #5 CONT. _ GROUT SOLID (D m C a z w 0 0) 11 PRE -MANUFACTURED FLUE PER MANUF. p li- w CHIMNEY CAP SPECS W/ 2" MIN. Q WINDOW PER > Z 0 TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE FLOOR PLAN w z Z 0 2'-0" ABOVE A POINT & FRAME z 0 J WITHIN 10'-0" OF THE GALVANIZED FLASHINGUj ❑ ,Q NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR � w � (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL � 0 1 OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS = 0 00 0 DOUBLE TOP PLATE C4 2x4 VERTICAL @ 24'" 2x4 FRAMED CRICKET W/ GALVANIZED �� EXT FINISH PER PLAN O J Z O.C. MAX. w/ (4) 10d FLASHINGV NAILS TO BOTTOM + - w0 LJ.I �- 0 CHORD & (3) 10d NAILS + t�'° U � Q = TO TOP CHORD; NOTE . &, MAIN FLOORw 0 F' IF WALL HEIGHT IS (4) 16d COMMONS , . ELEV 0'-0" � BETWEEN 4FT & 8FT, + NAILED @ EACH END ` � USE 2x6 SYP #2 STUDS + CONC. SLAB - VERT REINF BEYOND w + SEE FOUNDATION _ GALVANIZED FLASHING D 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I—� — j �� 0 STRUCTURAL ENG CFG / BAD 16d COMMONS END —� �- U DRAFTING. -.-. 2x4 BLOCKING W/ (2) '++ NAILED TO VERTICAL I—� w 16d COMMONS END 2x4's �_ MASONRY WALL PER-STRUCT: JRH NAILED TO VERTICAL - PLAN _j QC CHECK CC 2x4's + + SEE FOUNDATION ���0)1/vc Q - — Z JOB No. TM - 2152162 + + DETAILS FOR FTG INFO a�._raRD w SCALE: AS INDICATED TRUSS PER PLAN :SAL" `' ❑ D DATE: 05/03/2016 w MO co CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION D2S 16 1 452 Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING R. DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER CONTRACTOR TO FIELD VERIFY WHICH UP TO 4'-8" NO BRACE REQUIRED TRUSS (1) 2x4 BRACE DOUBLE 2x TOP PLATE (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" FASTEN SIDE WALL 14'-0" < H 618'-8" FOR ADDITIONAL INFO AS REQ'D SHEATHING PER PLAN. FOR NAILING RIDGE BOARD W/ A35 SIMPSON A23 @EACH (5) 16d NAILS BRACE - TO BLOCKING RAFTER TO OPP SIDE EXT. SHEATHING; BRACE TO PLATE TRUSS BOT. CHORD ATTACH PER PLAN )P MAX 2'-0" O.H. U) FRAME WALL CONNECTION ROOF SHEATHING Z 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @ FLAT CEILING CONNECTIONS WHERE O.H. IS > 1'-0", DROP CONTRACTOR TO FIELD VERIFY WHICH UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H6 7'-0" (1) 2x4 BRACE CONDITION IS REQUIRED. CONTACT EOR (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" FOR ADDITIONAL INFO AS REQ'D OUTLOOKER (MAX. FOR NAILING RIDGE BOARD W/ A35 SIMPSON A23 @EACH A35 DIAGONAL TO ROOF SHEATHING PER — GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. RAFTER TO OPP SIDE 2x4 BLOCKS, (2) 16d BRACE TO PLATE TRUSS BOT. CHORD SPAN 2'-0") w/ (2) 16d 2'-0 MAX' MAX 2'-0" O.H. U) EACH END.AT 24" O.C. ROOF SHEATHING Z 3 1/4" HOLD (TYP.) (END NAIL PLTS. 1/2" J -BOLTS w/ PER PLAN 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR PT 2x8 PLT., CANT. FOR NAILS @ EA. END. DTC CLIP, (2) 8d NAILS �-1 WASHERS (MIN. 7" 2x FASCIA w (2) 16d Ip Q INTO BLOCKING (4) 8d HEADER PER PLAN IF CLG. NAILING SURFACE'01 SIMPSON MTS12 OR NAILS @EACH WEB LSTA12 & (5) 8d NAILS EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ O.H. SIZE REQ'D. MIN (1) JACK & BLOCK ADJ. BAYS @ 0 10 STRONGBACK IF REQ'D Z EACH END AND 32" O.C. 24" O.C. FOR FALSE BM (1) KING STUD w/ SIMPS. CONT. 2x4 w TRUSS PER PLAN m SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH 0 J MAX. ATTACHMENT w/ (3) 10d = LL PER CHART d FROM TOP OF WALL W ❑ TOENAILS EA. END (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)H2.5 CLIP. MAX 2'-0" O.H. PROVIDE 16d NAILS FASTEN ROOF 0 Hr2H Izoz CONNECTION j GABLE END TRUSS.TO¢ PF STUDS AT SHEATHING PER PLAN M 2x TOP PLATE TO "- V-0" MAX PLYWOOD CANT. O.H. SEE ELEV. FOR O.M. SIZE PLT.@12" O.C. MAX. DRAFTING: *° = U GABLE END W/ 16d �I O.C. AND 6" FROM EA. (5) 16d NAILS BRACE , INTO BLOCKING, (2) MASONRY WALL OR --- �` 2x4'S @ 24" O.C. 0 ❑ m JO NAILS @ 6" O.C. 4- -Ig 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN QC CHECK: PLATE W/ 1/2" x 8" CMU WALL OR LINTEL LINTEL SEE PLAN a.. = FRAMING FOR FALSE L L BEAM, IF REQ'D w/ (3) ANCHOR BOLT OR z CONT. 2x4 BELOW ' . HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS CENTERED BETWEEN 6" FROM EACH END FRAME ANDWALL DETAILMU WALL SPLICE DETAIL STD BRACE VAULTED CONDITION @ CMU WHERE O.H. IS > 1'-0", CO TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN \ SHEATHING COVERING IF REQ'D 2x4 DIAGONAL BRACE CMU WALL CONNECTION CLEAR SPAN CONNECTION DROP END GABLE w/ 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @ FLAT CEILING CONNECTIONS PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. II GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART WHERE O.H. IS > 1'-0", DROP GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H6 7'-0" (1) 2x4 BRACE W (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE OUTLOOKER (MAX. FOR NAILING RIDGE BOARD W/ A35 2x4 BLOCKING (2) 12d ON (1) SIDE OF ROOF SHEATHING PER — GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. RAFTER TO OPP SIDE 2x4 BLOCKS, (2) 16d (AS SHOWN) PLAN SPAN 2'-0") w/ (2) 16d 2'-0 MAX' MAX 2'-0" O.H. U) EACH END.AT 24" O.C. ROOF SHEATHING Z END NAILS EA. END (TYP.) (END NAIL PLTS. W/ 1/4"x4-1/2" SIMPSON PER PLAN 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR DOUBLE TOP PLATE NAILS @ EA. END. DTC CLIP, (2) 8d NAILS �-1 Q 2x FASCIA w (2) 16d Ip Q INTO BLOCKING (4) 8d HEADER PER PLAN IF 2x PLATE WITH SIMPSON MTS12 OR NAILS @EACH WEB LSTA12 & (5) 8d NAILS BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE REQ'D. MIN (1) JACK & BLOCK ADJ. BAYS @ 0 STRONGBACK IF REQ'D Z C4 EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. CONT. 2x4 TRUSS PER PLAN m SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH 0 J EA.DIAG. AS SHOWN. SHEATHING PER PLAN H W LL PER CHART d FROM TOP OF WALL W ❑ (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D)H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF 0 Hr2H TO BOTTOM CONNECTION j PF STUDS AT SHEATHING PER PLAN SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. V-0" MAX PLYWOOD CANT. O.H. SEE ELEV. FOR O.M. SIZE Q Z w a DRAFTING: ; DTC CLIP, (2) 8d NAILS - O.C. AND 6" FROM EA. (5) 16d NAILS BRACE , INTO BLOCKING, (2) MASONRY WALL OR --- �` 2x4'S @ 24" O.C. 0 END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN QC CHECK: PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN .' a" IN CMU. OR SIMPSON ANCHOR BOLT OR z CONT. 2x4 META16 J SCALE: AS INDICATED 0 z TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME ANDWALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU WHERE O.H. IS > 1'-0", CO A PROVIDE GABLE END \ 2x4 DIAGONAL BRACE DROP END GABLE w/ SHEATHING FASTEN GABLE END SHEATHING FASTEN @ 48" O.C. TO 3RD OUTLOOKERS @ 24" PER PLAN m SPLICE AS REQ' Q z PER PLAN. \ \ BAY REQ'D w/ ❑ O.C. TO RUN BACK TO d STRONGBACK, SEE 1ST COMMON TRUSS \ \ CHART WITH (3) 12d TOENAILS. N \ GABLE BRACING (+) CONNECT TO DROP 0 EE \ GABLE WITH H2 5 CLIP PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. II GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H6 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 10d COMMON NAILS @ 8" O.C. 45° 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 1'-9" MAX. OL VARIES XL.i uX RAKED DOUBLE TOP — PLATE CEILING NAILER AS — REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE � CMU WALL PER PLAN — GABLE END @ VAULTED CEILING 3/4"=1'-0" FIELD FRAMED VALLEY DETAIL END NAILS @ EA. 3/4"=1'-0" SEE CHART % \� 3/4"=1'-0" WAY UP HEIGHT OF 2x4 BLOCKING @ EA. V 10d COMMON NAILS @ BLOCKING @ 24" O.C. (2) 16d TOE NAILS OUTLOOKER (MAX. FOR NAILING RIDGE BOARD W/ A35 2x4 BLOCKING (2) 12d ON (1) SIDE OF ROOF SHEATHING PER — ROOF SHEATHING (2)16d NAILS PLT. TO RAFTER TO OPP SIDE NAILS, TOENAILED @ (AS SHOWN) PLAN SPAN 2'-0") w/ (2) 16d 2'-0 MAX' MAX 2'-0" O.H. U) EACH END.AT 24" O.C. ROOF SHEATHING Z END NAILS EA. END (TYP.) (END NAIL PLTS. W/ 1/4"x4-1/2" SIMPSON PER PLAN — — — — — — CHORD OF EACH TO STUD) DOUBLE TOP PLATE TRUSS PER PLAN /I DTC CLIP, (2) 8d NAILS �-1 x 2x FASCIA w (2) 16d Ip Q INTO BLOCKING (4) 8d HEADER PER PLAN IF 2x PLATE WITH SIMPSON MTS12 OR NAILS @EACH WEB LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. REQ'D. MIN (1) JACK & STRONGBACK IF REQ'D Z C4 EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. CONT. 2x4 TRUSS PER PLAN m 0 J ATTACH PER PLAN LSTA18 HEADER TO H W LL PER CHART d FROM TOP OF WALL W ❑ LU 000 0 Hr2H TO BOTTOM CONNECTION j PF STUDS AT SHEATHING PER PLAN STRUCTURAL ENG: CFG / BAD 16'80 C 1/2" x 8" J -BOLT @ 32" DRAFTING: ; DTC CLIP, (2) 8d NAILS - O.C. AND 6" FROM EA. (5) 16d NAILS BRACE , INTO BLOCKING, (2) MASONRY WALL OR --- �` 2x4'S @ 24" O.C. 0 END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN QC CHECK: PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN .' a" IN CMU. OR SIMPSON ANCHOR BOLT OR z TO BLOCKING META16 J SCALE: AS INDICATED 0 z TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME ANDWALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU AF A PROVIDE GABLE END 2x4 BRACE SHEATHING FASTEN GABLE END SHEATHING FASTEN TO EA, ADJ, DIAG, FASTEN TO DIAG.w/(2) PER PLAN m SPLICE AS REQ' Q W PER PLAN. 16d NAILS. ❑ 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 1'-9" MAX. OL VARIES XL.i uX RAKED DOUBLE TOP — PLATE CEILING NAILER AS — REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE � CMU WALL PER PLAN — GABLE END @ VAULTED CEILING 3/4"=1'-0" FIELD FRAMED VALLEY DETAIL END NAILS @ EA. 3/4"=1'-0" 2x4 #2 SYP P.T. % \� 3/4"=1'-0" WAY UP HEIGHT OF 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING 10d COMMON NAILS @ BLOCKING @ 24" O.C. (2) 16d TOE NAILS OUTLOOKER (MAX. FOR NAILING RIDGE BOARD W/ A35 2x4 BLOCKING (2) 12d ON (1) SIDE OF ROOF SHEATHING PER — ROOF SHEATHING (2)16d NAILS PLT. TO RAFTER TO OPP SIDE NAILS, TOENAILED @ (AS SHOWN) PLAN SPAN 2'-0") w/ (2) 16d 2'-0 MAX' STUD TOP & BOTTOM FASTEN SYP OR SPF EACH END.AT 24" O.C. ROOF SHEATHING Z END NAILS EA. END (TYP.) (END NAIL PLTS. W/ 1/4"x4-1/2" SIMPSON PER PLAN — — — — — — CHORD OF EACH TO STUD) DOUBLE TOP PLATE TRUSS PER PLAN /I DTC CLIP, (2) 8d NAILS �-1 2x4 LEDGER (2) 10d 2x FASCIA w (2) 16d FRAMING (OR PRE -ENG INTO BLOCKING (4) 8d 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 1'-9" MAX. OL VARIES XL.i uX RAKED DOUBLE TOP — PLATE CEILING NAILER AS — REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE � CMU WALL PER PLAN — GABLE END @ VAULTED CEILING 3/4"=1'-0" FIELD FRAMED VALLEY DETAIL END NAILS @ EA. 2x8 RIDGE BOARD 2x4 #2 SYP P.T. 2x6 COLLAR TIE HALF > 1 WAY UP HEIGHT OF NAILS INTO TOP PLATE OUTLOOKER 10d COMMON NAILS @ BLOCKING @ 24" O.C. (2) 16d TOE NAILS 2x6 RAFTER TO 2x8 W -0— RIDGE BOARD W/ A35 SIMPSON H2.5(TYP.) ON (1) SIDE OF W/ (2) 12d END NAILS BRACE TO LEDGER J RAFTER TO OPP SIDE (AS SHOWN) HOLD WALL 3-1/2" 24'S @ 24" O.C. MAX. @ EACH END FASTEN SYP OR SPF Wo 2x6 (MIN.) PLATE THRU Z SHEATHING PER PLAN DOWN FOR W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP — — — — — — CHORD OF EACH DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN �-1 2x4 LEDGER (2) 10d FRAMING (OR PRE -ENG VALLEY TRUSSES) TO HEADER PER PLAN IF 2x PLATE WITH SIMPSON MTS12 OR NAILS @EACH WEB LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. REQ'D. MIN (1) JACK & Z C4 EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN m 0 J ATTACH PER PLAN LSTA18 HEADER TO H W LL d FROM TOP OF WALL STUDS TYP. BASE LU 000 0 Hr2H TO BOTTOM CONNECTION j PF STUDS AT SHEATHING PER PLAN STRUCTURAL ENG: CFG / BAD 16'80 C 1/2" x 8" J -BOLT @ 32" DRAFTING: ; DTC CLIP, (2) 8d NAILS - O.C. AND 6" FROM EA. , INTO BLOCKING, (2) MASONRY WALL OR --- �` 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN QC CHECK: PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN .' a" IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. TM - 2152162 META16 J SCALE: AS INDICATED TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME ANDWALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING —� 2x8 RIDGE BOARD WEU 2x6 COLLAR TIE HALF > 1 WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) I 10d COMMON NAILS @ O EACH END (TYP.) 2x6 RAFTER TO 2x8 W -0— RIDGE BOARD W/ A35 o ON (1) SIDE OF RAFTER & A35 ON ADJ J RAFTER TO OPP SIDE (AS SHOWN) E- 24'S @ 24" O.C. MAX. FASTEN SYP OR SPF Wo 2x6 (MIN.) PLATE THRU Z SHEATHING PER PLAN I W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP — — — — — — CHORD OF EACH TRUSS BELOW �o� FASTEN CONV. 2x �-1 VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. "APSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PERLAY 2x4 BLOCKING — PLAN LINTEL PER PLAN OVER THE TOP OF THE BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL SIMPSON H1 OA DIAG. TO BLOCKING LLa O ���\�rNyv�1111 l//®/,7�f�� aW 0 GABLE BRACING @ 48" — PROVIDE 2x BLOCKING �_ C7 ; �� !- Cj O.C. MAX. 45° FROM FOR NAILING > — CD : .� = .� HORIZONTAL (+/- 10°) BRACE NOT REQUIRED d Z: �,J 0 e "" z 6' FROM EAVES. ® G4. •° z' •� � Q TRUSS PER PLAN _s�°®w• ° �.* LL SEE PLAN FOR SUPPORT AND TIE rd/r�A,�®7/ •�� //dltpll11119� DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS O @ 48" O.C. FOR FIRST 3 w BAYS SEE GABLE WALL PER PLAN NOS CONNECTION DETAIL (FRAME WALL SHOWN; 0 - FOR FOR REQ'D MAY ALSO BE p CONNECTIONS U) J WEU o > 1 MASONRY) U ❑ o 591 off ' j 6' O 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' Q U o . 0 mca U Ir �" • J Z z 661� E- W 2 Wo Z 0 GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0.. NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED Win TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7 EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA, COMMON TRUSS SIMPSON META16 @ - 32" O C GABLE TRUSS 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER C TO MASONRY. AT MAIN SPAN ROOF ` WOOD WALL TRUSS LOCATIONS USE ` UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN L FOR WOOD OR MASONRY GABLE END AT VALLEY FRAMING NOT USED 1/2"=1'-0" 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. 3/4"=1'-0" C a���LnrN� F c SANFe--;RD f 16-152 is i i U) J WEU Z Fn 3�St > 1 <C 1 o 591 off ' j W 0 O z < ice T J <N 0 z y uJ L.J. W U Ir �" • J Z z 661� E- W 2 Wo Z 0 I 0�--� 00 WEU i Z O 07 11 � � r Z 0 0�--� �o� p0 1 0 00 C4 � m 0 J Z H W LL .� LU 000 0 Hr2H j STRUCTURAL ENG: CFG / BAD DRAFTING: - STRUCT JRH QC CHECK: CC = JOB No. TM - 2152162 J SCALE: AS INDICATED j DATE: 05/03/2016 SD3 — DOUBLE 2x4 TOP NOTE: PIPE OR DUCT W/ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN — PROVIDE 2x4 ON TOP PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. TOP PLATE ATTACH W/ LEAST 8'-0" LONG. TYP. MORE THAN 50% OF PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE WIDTH 2x4 BLOCKING PLACED Q W INSTALL SIMPSON 2x4 STUDS PER II II II NAILS EACH END SHEATHING SPLICE DETAIL PSPN516Z W/ (12) 16d FRAMING PLAN (2) 2x BUILT-UP COL. • NAILS TYP. TOP & BOT. SEE TRUSS PLAN FOR JU_ + O.C. MAX.; ISL=_IL ILL���al���ll� + DOUBLE 10d @ 3" O.C. Nm 3/4"=1'-0" MORE INFO & --------- O.C. PLAN U_0 TOP SPLICE 5/8" THREADED ROD w/ FLOOR SYSTEM OO + CONNECTION `" U EACH END CUT TO FIT 2x BOTTOM PLATE 2x4 BEYOND AGAINST INFO SIMPSON SP4 OR SP2 48"M� N 2x8 STUDS ++ ATTACH 2x STUDS TO F1 EXTERIOR SHEATHING SCHEDULE TOP PLATE W/ (4) 16d 12d NAILS @ EACH END 3/4"=1'-0" NAILS ((2) ON EA. SIDE) x x TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO CONDITIONS TOP & BOT., 2x8 TO TOP PLATE W/ (4) 16d 2x8 #2 SPF VERTICAL NAILS ((2) ON EA. SIDE) PRE-ENGINEERED 2x8 STUDS PER SIMPSON LSTA30 W/ TYP. AT ALL EXTERIOR 2x12 w/ 10d X 3" NAILS FRAMING PLAN @ 24" O.C. w/ EXT. CONDITIONS ROOF TRUSS - SEE (22) 10d NAILS (ALL TOP SPLICE @ 6" O.C. 2x12 AT BOTTOM SPLICE OVER SHEATHING PER BLOCKING @ 24" O.C. STUD FRAMING PLAN FOR CORNER CONDITIONS g WALL TO PRECAST DOUBLE 2x8 TOP NAILING SCHEDULE & w/ (2) 16d END NAILS PLATE SPACING FO TYPICAL TOP PLATE SPLICE @ BRG. WALL STRAP AROUND — DOUBLE 2x4 TOP -r� �I PLATE CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN — PROVIDE 2x4 ON TOP OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION 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 NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON 2 1/2" z z o N 1 1/2" W iv r r (V CV N N 10d x 3" COMM( 01 P PLATE 10d3" COMMON OPP. z SIDE U . _./I PLATE z TO CORNER STUD a PACK w/ (4) 10d NAILS cn TOP PLATE CORNER TRANSITION bo (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 0 Z Q a U) C0 OUTSIDE (2) 2x4's 0 tUht UIJIAIVGt PER VVL 10dx3" INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 3/4"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. 1D NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS U_ z @ 3" O.C. LU z NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON oI 'A'= NAIL SPACING p S W 1- s 2� <l'F�Q�9g6Tp ROOF SHEATHING, 20V�c,Q cgeT ROOFFASTENPER PLAN I I 6 I I II II II � _ � � NAILS @ 3 O.C. II I I _ a = 0 F- O COMMON NA �g NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2„W A 1/2' FNGTy T,Q�S FASTEN PER PLAN FNC y TRS @ O S aU)zz S O III 11— — �1— — WALL SHEATHING 0 w ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL — o — OA/ 'cOy III I I ( I I I I I _ EDGES 6 O.C. U.N.O. ON PLANS 2x4 FRAMING @ 24" SPLICE, SEE SPLICE III III I I II I O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 1/8" g 5 III OPENING III I I I I I I SPACE BETWEEN wW COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 10d x 3" 4 W � DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS AT JOINT III III II PANELS z U) © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" III 3 I I I I ( I I _j U) HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT � PER -ENG TRUSSES TOP &BOTTOM 2x SCAB w/ 10d NAILS III TYP. III I I I I I I O STUD PER PLAN ; @ 4" O.C. III AROUND I I ( I I I I I I 2x STUDS BEYOND, O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, III OPENING III I I II II SEE PLAN FOR MORE of W VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO I- z O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA III -r� �I III II II I CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN W= OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS IIII LEDGER TO LEDGER PER PLAN II II II NAILING PER U STRAP IS NOT REQUIRED. SCHEDULE I I II IIII PT POST PER PLAN 2x4 BLOCKING PLACED Q W IIII O.H. SIZE O.H. SIZE II II II NAILS EACH END SHEATHING SPLICE DETAIL o = 0 (2) 2x BUILT-UP COL. I I II IIII SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR JU_ 0 O.C. MAX.; ISL=_IL ILL���al���ll� DOUBLE TOP PLATE �0 Nm 3/4"=1'-0" MORE INFO & --------- O.C. PLAN U_0 c 5/8" THREADED ROD w/ FLOOR SYSTEM OO CONNECTION `" U EACH END CUT TO FIT 2x BOTTOM PLATE ��_U_ 3 INFO SIMPSON SP4 OR SP2 OPENING SIZE 1 BEYOND SEE PLAN ++ SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE @ EACH STUD 12d NAILS @ EACH END 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS JOINT, MAX. 1/8" GAP LEDGER TO LEDGER PER PLAN NAILING PER 2x4 PT LEDGER W/ 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. STRAP IS NOT REQUIRED. SCHEDULE O.C. PLAN PT POST PER PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR MEMBERS ONLY FLATWISE (2) 16d O.H. SIZE O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL PF�lTYPICAL SCAB OVERHANG DO2 LEDGER LOW ROOF @ (2) 2x BUILT-UP COL. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE POST TO BEAM O.C. MAX.; PLAN VIEW @ TOP OF POST COMMUNITY SPECS DOUBLE TOP PLATE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS SYP #2 LEDGER w/ 1/4" 3/4"=1'-0" EXTERIOR WALL/TRUSS 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 3'/" SIMPS. SID SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A- 12 12" O.C. SEE PLAN SIMPSON H3 CLIP CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. (2) 1/4" X 4'/2' SIMPS.7 SEE ROOF SHEATHING, I PT POST PER PLAN LAP BEAM PLYS AND MEMBERS ONLY 2x4 #2 SPF NAILS PER PLY PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. 4'-0" MAX. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. POST TO BEAM O.C. MAX.; PLAN VIEW @ TOP OF POST COMMUNITY SPECS DOUBLE TOP PLATE PT POST PER PLAN SYP #2 LEDGER w/ 1/4" MORE INFO & MORE INFO & w/ (2) 16d END NAILS O.C. PLAN SIMPSON H3 CLIP c 5/8" THREADED ROD w/ SHINGLE ONLY CONNECTION CONNECTION EACH END ©. �. 4, .. ii PLAN FOR ADDITIONAL ��_U_ 3 INFO SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE ++ .. @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's x x TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS g WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF + ++ ' (4) 12d NAILS EACH • EACH END SEE TRUSS PLAN FOR SEE PLAN FOR NAIL PER PLAN TALLER STUD) W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. ; TRUSS MEMBER MORE INFO & +; CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @1\ CONNECTION ++ STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x + + 2x BRG WALL, SEE � TOENAILS INTO OTHER SEE WALL CLIP DETAIL d PLAN FOR STUD SIZE & i TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i LINTELS LINTELS A ; UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. °" SHEATHING PER 2x BLOCKING w/ (2) 1/4" x 3 1/2" ..: w/ (2) 1/4" x 3 1/2" :. NAILING SCHEDULE & TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SSD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER AIT1 c1=r.TIr)KI n nni IRI 1= RFARINr, STEP n RF_ARING FRAME WALL /PS011 HEADER na POCKET SLIDER w/TRANSOM /PS01\ HEADER t'p� POCKET SLIDER w/TRANSOM S03 HEADER POCKET SLIDER SO4 HEADER Cad POCKET SLI EXTERIOR WALL/TRUSS 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 3'/" SIMPS. SID SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A- 12 12" O.C. SEE PLAN SIMPSON H3 CLIP CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN SHEATHING PER PLAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. (2) 1/4" X 4'/2' SIMPS.7 EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND MEMBERS ONLY NAIL AS SHOWN (5) 10d NAILS PER PLY w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM O.C. MAX.; PLAN VIEW @ TOP OF POST COMMUNITY SPECS TO MASONRY w/ 2x4 PT PT POST PER PLAN SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED ABU POST BASE PER ROOF TRUSSES @ 24" O.C. PLAN SIMPSON H3 CLIP c 5/8" THREADED ROD w/ SHINGLE ONLY NUT SET IN ADHESIVE 7-7 a SEE FOUNDATION ©. �. 4, .. ii PLAN FOR ADDITIONAL ��_U_ 3 INFO SIDE VIEW @ BASE OF POST EXTERIOR WALL/TRUSS 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 3'/" SIMPS. SID SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A- 12 12" O.C. SEE PLAN SIMPSON H3 CLIP SHEATHING PER PLAN 2x4 SYP #2 LEDGER., TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/2' SIMPS.7 CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/" 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 1/2"=1'-0" 1/2"=1'-0" CD01 CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL 3/4"=l'-O"1/2"=l'-O" 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 .z O O 04 Z CL O W W 10d x 3" OPP. SIDE 0 LOW 0 O 0 WCE PER Z O m W 0 LL LO LL \\®�`®�`�1iil I I ufllfl,,�i/ f W zI U) co.' v J40 ROOF SHEATHING, ;UL' Z q�j p; = UM FASTEN PER PLAN d : W W d i O J® s w� OQ LL J II@ 2x4 #2 SYP CONT. w/ (2) _ 16d COMMON NAILS I- Ui EA. STUD OR TRUSS (7 MEMBER, TYP. (MAX. U) Uj 24" O.C.). IF MASONRY, C cry USE (2) 1/4" TAPCONSOry0 N w/ MIN. 2" EMBED. @ p O o 24" O.C. Q o Q r r Z 0 TRUSS PER PLAN rS ^ o Uj IL Q WOOD/MASONRY U WALL OR TRUSS, SEE w�� PLAN (TRUSS SHOWN) O Q Z O O ui W '^ w J C� v W ��8r• 06 W W Z �` T U- 0 Q z Z J O J 2x8 TO UNDER SIDE OF < to Z v ROOF SHEATHING O Z < • W CL ° z W z: �I J Z o 2x8 #2 SPF VERTICAL ~ W @ 24" O.C. w/ EXT. U n SHEATHING PER z W t,,J NAILING SCHEDULE & p (4) 12d NAILS EACH W _ TRUSS MEMBER (n Q -- 2x8 w/ (2) 10d NAILS @ Z EACH VERTICAL w DER z m 1/2"=1'-0" Q Z o O J I z 0 Z w Z J O OCO �-� z W 0 Y 1¢— W L. 0 1 0000 CV m o O jZ I— W W w >-00 — WFn 0 N N p Q1 u) a W STRUCTURAL ENG: CFG / BAD (� DRAFTING I— -STRUCT: JRH QC CHECK: CC Q - f Z JOB No. TM - 2152162 ---- _.. .. _...... W SCALE: AS INDICATED SANFORD U) DATE: -- - 05/03/2016 W W f'11 TN" U) #1 6 1 452 ~ SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN 1. SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN - LINTEL AS PER PLAN WD. HD. HT. y' A SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS —F-7AT EXT FINISH PER PLAN VERT REINF. BEYOND .a MASONRY WALL PER PLAN FIN. FLR. bo GRADE DBL. TOP PLATE — 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 DIRECTIONi NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS w Q 0 SOLID SHEATHING @ CONNECTIONS " HEADER w ' SIMPSON SP4 w/ (6) 10d W 2 ��<<SyFFT (&SE SIMPSON MSTAM36 UD DOUBLE 2x TOP PLATE It DOUBLE 2x TOP PLATE SP8 @ 2x8 STUDS) SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE Ory 2x BOTTOM PLATE U.N.O. ON PLAN HEADER V FRAME CONNECTION. STUDS & (8) 1/4" X W 3/4" FLOOR SHEATHING H 3/4" FLOOR SHEATHING \ HEADER SIZE & REQ'D JAMB STUDS SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER <� s x1-1/2 @ 24 O.C. (USE " " CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 hFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ « ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 " NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR \ EXTERIOR SHEATHING HEADER SIZE & REQ'D SYSTEM INSTALL INTO FILLED CELL USE 1 SIMPSON LSTA30 O FROM TOP OF WALL JAMB STUDS KNEEWALL & PROVIDE SOLID BLOCKING 1/4" X 1 3/4" TITENS) " STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING UNDER COLUMN U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET FROM TOP OF WALL TO BOT. RIBBON, NAIL. ABOVE PROVIDE SOLID PLAN U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN w Q 0 SOLID SHEATHING @ p HEADER w ' SIMPSON SP4 w/ (6) 10d W 2 ��<<SyFFT (&SE S UD SP6/@ 2@x6 STUDS It O SP8 @ 2x8 STUDS) N Z (2) 2x SPF TOP PLATE Ory U.N.O. ON PLAN H V HEADER - SEE 2ND w W FLOOR PLAN FOR MIN. H W \ HEADER SIZE & REQ'D JAMB STUDS w w —11 BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS 11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL �- IF HEADER IS UPSET 5 OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR AND WINDOW IS BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d m w FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. UL 01 NO MOISTURE So TYPICAL GIRDER COL. CONNECTION fiso�TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS BARRIER FELT PAPER LESS THAN 4FT:(1) 2x w 0��®t /r`/,+ LO ttr! 9 r l 1111//// OR SIM IS PROVIDED "- ' TOE NAILS AT EA. END TOENAILS. OPENING SILL PLATE w/ 2 10d w �\` ••••�. IV/ w 3/4 -1-0 3/4 -1 -0 OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) O O �\�Q",.• •••� p: � WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING 2 2x SILL AT WINDOW co • • REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x O LARGER THAN 4FT: (2) `�; �✓ F? r Q o� w/ 2x CRIPPLE STUDS � C-0 BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE w/ A35 ;� C ®: _j = � ZN INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x • W r * Q = U O STUD PACK w/ 10d ; . 1.0 �, z = (5 �� BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B PLYWOOD CRIPPLES @ 16 O.C.zz TAOA ( NAILS @ 8 O.C. THEN • .� ® . �Z � < PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS ti •,• ��zr Z o� COLUMNS 7 10d NAILS & 4 1/4" T&B %�CS� • '��� z rY PLAN FOR FLOOR O O ) ATTACH SILL w/ (2) 10d T&B (PLYWOOD • • ® \ MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF ' SEPARATE SHEATHING TOE NAILS AT EA. END SHEATHING REQ'D = ✓i�o`e `®® W O PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G T&B) ~O /l///lltlll!!!llttt'�t w SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d " OPENINGS GREATER Q COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. " ~ 2 -STORY WALL NAILS (2) SIMPSON LSTA18 N THAN 6' O SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN / W (2) SIMPSON META16 LINTEL COURSE OR SIMPSON LSTA30 w/ � •"O INFO. FLOOR W/ (14) 10d 2x TOP & BOT. C nji' c� FLOOR TRUSS TO INTO FILLED CELL USE REFER TO MASONRY WALL NAILS 1/4" X 1 3/4" TITENS RIBBONS, CONT. (11) 10d TO STUDS O 0 � FOUNDATION PLAN ) ABOVE PLATE U.N.O. (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ OR SIM IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN 2nd FLR STUDS TO BE ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL IF WPM/ FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN „ q,,, ,ter ,, __ SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14),Y4 X2 FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO fisokHEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" % 15/32" OR 7/16" OSB. �../ ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE BOTTOM CHORDS 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSS (MAX)( ) SHEATHING/ DRYWALL (2 BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN PRE -ENG FLOOR 2x4) TO TRUSS w/ (4) END TRUSS OR FIELD FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN 4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE �' (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON ,, r. BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER PLAN SHEATHING TO PLAN I MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 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 SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 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 BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER �— TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED]SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION fisl-(TWO STORY PARALLEL FLOOR CONNECTIONAs�lTWO STORY PERP. FLOOR CONNECTION fisl)�CANTILEVERED FLOOR TRUSS CONNECTIONfiSl�\FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 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. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM IS PROVIDED z SEE ARCH DWGS FOR TOPPING INFO Lu IL w SLOPE CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED 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 - LINTEL PER PLAN NOT USED U SEE FRAMING PLAN Q 010 FOR FLOOR CONNECTION w 4C IL s FLOOR GRIDER OR 0 .. LL BEAM O 0 Q am HEADER CONNECTION @ 2nd FLOOR HIGH BM Qf 3/4"=l -0 I L W w U J Z Q W gt I— w 8 0^ w � s � Z � O z F- O J MM � L.L p U Z 71 v O O w _ • = w W z �� O Lu F- 0 � o w �— OU W Q Z 1 r\ ILL III z °a Z 1,�1 O 0 � 11 z Z FOO w Z J O O W J z w 0 U) �0 1 0000 o H —1 ui z w >- 0 U) H�F— CD a w STRUCTURAL ENG: CFG / BAD (� DRAFTING: U'-STRUCT: JRH H J QC CHECK: CC 1— JOB No. TM - 2152162 Z - w SCALE: AS INDICATED U) DATE: 05/03/2016 .W � 3/4"=1'-0" I' t th oh'b't # 1 6 "' ' 4 5 2 S UD f f d t 'th t th d 'tt t f MONTH CONSULTING & DESIGN OF WMR &ASSOCIATES LLC ' t ;^+I d 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, dup kation, or rans er o ese ocumen 0 wl ou a expresse , VVI en consen o 7 7 I001 y pr I I e . 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON 002 TOP & SIMPSON 002 TOP & (2) 2x4 #2 SYP BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d HUC24-2 EACH END, NAILS. UNDER tt USE (4) 10d & (2) 10d SEE PLAN NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY90 WINDOW JAMBS USE (2) 2x6 w/ HUC26-2 LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER MASONRY WALL F M! AKi ON WOOD USE HGA of Ani FLAN ^ CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS 169ASECTION @ COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLLIN 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"=1'-0" @ @ 2x8's MIN. SPF #2 HANGER BY OTHERS SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE FROM TOP OF WALL ATTACH PER NAILING USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE 2x8 #2 SYP P.T. SILL EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI T TRUSS PER PLAN ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d EMBED. @ 32" O.C. & 3" SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4". TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF SHEATHING TO 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER STRAP BETWEEN ISIMPSON H2.5 EA. TRUSS 12d NAILS @ 12" O.C. ATTACHED PER 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A CONT. #5 IN TIE BEAM 3/4 FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TOENAILS EACH END FLOOR TRUSS PER (2) 2x4 #2 SYP PLAN FRAME WALL (2) 2x4 #2 SYP BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d HUC24-2 EACH END, NAILS. UNDER tt USE (4) 10d & (2) 10d SEE PLAN NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY90 WINDOW JAMBS USE (2) 2x6 w/ HUC26-2 LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER MASONRY WALL F M! AKi ON WOOD USE HGA of Ani FLAN ^ CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS 169ASECTION @ COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLLIN 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"=1'-0" % 1/2"=1'-0" \�% HANGER BY OTHERS PLAN FOR MORE INFO. q EXTERIOR SHEATHING BETWEEN STUDS W/ SHEATHING PER PLAN FROM TOP OF WALL ATTACH PER NAILING EACH END SCHEDULE TO BOTTOM OF SILL 2x8 #2 SYP P.T. 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PLAN FOR MORE INFO. q EXTERIOR SHEATHING —� BETWEEN STUDS W/ SHEATHING PER PLAN FROM TOP OF WALL ATTACH PER NAILING EACH END SCHEDULE TO BOTTOM OF SILL 2x8 #2 SYP P.T. SILL LSTA18 STRAPS ARE PLATE w/ 1/2" EPDXY PLATE ATTACH PER ANCHOR BOLT OR GIRDER BELOW J -BOLT W/ MIN. 7" NAILING SCHEDULE EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR ROOF SHEATHING ----� EMBEDMENT @ 32" SHEATHING TO I ATTACH PER NAILING END ISIMPSON H2.5 EA. TRUSS ° 1x PT NAILER AS REQ'D SCHEDULE CONT. #5 IN TIE BEAM a EXT. FINISH PER PRE-ENGINEERED DIAGONAL AS SHOWN. A7F71� SECTION @ OPEN TO ABOVE o 00 0 TRUSS PER PLAN 1 FASTEN ROOF J — 1 1 2x6 #2 SYP CONT. 1 v J LCESS LEDGER W/ (2) Y4'x3-1/2"I SIMPSON LUS26. USE --� LEDGER INTO SDS WOOD SCRWS @ LUS26-2 FOR 2PLY VERIFY W/ BLOCKS W/ 8d NAILS @ W 16 O.C. MAX. & 3 I TRUSS (TRUSS. TRUSS SHOP FROM EA. END - USE (3) BELOW W (DRAWINGS � SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ p 1 F- F- MIN. (4) 16d NAILS TO Z z I 1 EA. TRUSS, 24" O.C. OPT. 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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 1S STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE, FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 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 _F1 BRACING @ 2 STORY FRAME WALL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" — SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE 1"=1'-0" - O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) - 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (91 9x SPF TnP �— 2x4 BLOCKS, (2) 16d 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING PLATES U.N.O. FROM TOP OF WALL TO q BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR .., WINDOW ATTACHMENT NAILS @ EACH END. INFO. IF WALL O U SHEATHING ISN'T CONT. 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TO Z BOTTOM OF FLOOR SYSTEM D OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY p UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM - 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z m w Q Z O 0 0) 11 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: z 0 � w Z J 0 0 J o W O M 0 00 0 3:� N Co 0 � Q0= 0 N F- F- W 0 U) CL w o: STRUCTURAL ENG: CFG / BAD DRAFTING: (� N -STRUCT: JRH - _.. J QC CHECK: CC F- JOB No. TM - 2152162 -- -- - (7mv--� w SCALE: AS INDICATED DATE: 05/03/2016 SD6 STANDARD (3)2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W STUDS REQ'D @ END SIMPSON A34 CLIP TO I - OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM LEDGER TO STUD PACK J LINE UP 2xJOIST IN w LINE WITH MIDDLE 0 STANDARD (3) 2X12 2x12 STRINGER TO BE W STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR Z v 0 SYSTEM & LANDING N FRAMING 2xJOISTS @ LANDING 1- (D @ 16"O.C. W/ SIMPSON Z _ Z A35 OR LUS26 HANGER O g ON EACH SIDE ~ U �� = W go p _ 6" MIN. o w 10 0 Ca Z J (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO m W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. uZ- O TCG BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" w pllllli LO BUILT BELOW P COLUMNS TOENAILS EACH END O.C. /MAXTFOR ENS @ 16 p ..�®\\��.•,..w.., Or �oi� W T- a o0 A -A PLAN VIEW @ 90 DEGREE TURN LANDINGCIC MASONRY WALL) ``� 10 MIN. *,• �i r SEE SCHEDULE FOR MAX WIDTH OF LANDING SilV : =. U)Uj MIN. (3) 2x SYP #2 'fl (� Ozz Q STUDS REQ'D @END Z to ' rj Z OF LANDING W/ MIN. 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TOP AND 11'-0" (2) 2x12 2x6 BOTTOM CHORD (1) 2x12 (1) 2x8 2x6 4'-0" I -JOIST PER FRAMING (3) 2x12 2x8 PLAN Wt SQUASH 10'-0" (2) 2x12 2x6 BLOCK OR (1) 2x12 (1) 2x8 2x6 4'-0" BEAM/FLOOR TRUSS (3) 2x12 2x12 PER PLAN (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 PENDING LANDING 13Y,2,11 \ (3) 2x12 HEIGHT AND PLAN 9'-0" _ 2x8 LAYOUT. HEADER 84-0" (1) 2x12 (1) 2x8 2x6 WITHIN SUPPORT SEE ARCH PLANI (3) 2x12 WALL COULD BE 9'-0" (2) 2x12 2x8 REQUIRED. SEE PLAN 71-0" (1) 2x12 (1) 2x8 2x6 FOR REQUIRED 2x12 STRINGERS ONE 6'-0" (2) 2x12 HEADER AND ON EACH SIDE AND ONE MID -SPAN (1) 2x12 (1) 2x8 2x6 A SUPPORT @ AF (2) 2x12 INFORMATION. A34 @ EA. STRINGER (1) 2x12 (1) 2x8 2x6 6'-0" TO LANDING 0 W 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I 2x4 #2 SPF STUDS ATTACHING TO X X I I I I GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, MASONRY WALL) CONT = U) I I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I 2x6 VERTICAL @ 6'-0" NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I 2x4 #2 SPF STUDS @ TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" O.C. MAX. FOR I I I / (2) 2X BEAM PER MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF - LANDING FOR (NOTCHED @ 2x6 � STRINGERS TO WOOD OR MASONRY 2X$ 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' VERTICAL LOCATIONS). BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED 0 BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" NOTCH SILL PLATE COLUMN w HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 13Y,2,11 (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 84-0" (1) 2x12 (1) 2x8 2x6 5'-0" SEE ARCH PLANI (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 71-0" (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" STUDS W/ (2) 16d TOE BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY 0 SCALE AS INDICATED DATE. 05/03/2016 ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHTs�y SPACED/CENTERED IN TRUSS SEE PLANW a dw ay4 TRUSS TO OUTSIDE LU FACE OF TRUSS nC U vS a STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL S'r'01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. STO3 HANDRAIL CONNECTION AT FLOOR TRUSSES _ SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 4 5 2 _ F- 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. 3/4"=1'-0" UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ILLI Z I=- J F= U_ " 13Y,2,11 SEE ARCH PLANI 2x4 CONT. TOP PLATE LU MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO ZQ W STUDS W/ (2) 16d TOE 0 W 2x4 #2 SPF STUDS X X NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, O Of = U) 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF 0 0 O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24 O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND Q OPENING W/IN (NOTCHED @ 2x6 � TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) Z VERTICAL LOCATIONS). 0 HANKNEEDRAIL NOTCH SILL PLATE w WALL FOR VERTICAL NOTCH SILL AND O PLYWOOD FLOORING CL TO ALLOW VERTICAL - 2x L -BRACE W/ 12d 2x6 VERTICAL AND 2x6 SLIDE DOWN TO (D m 0 NAILS @ 4" O.C. -0 L -BRACE @ 6'" O.C. & FACE OF TRUSS 0 Z @ ANY OPENING 2x4 CONT. TOP PLATE O J O � 2x6 VERTICAL (ATTACH TOP PLATE Z 0 _N_TO ATTACH TO STUDS W/ (2) 16d DOUBLE TRUSS PARALLEL TO FLOOR TRUSS (3) %a" x 3" 3 1/2" TOE NAILS W Z Z 0 SECTION X -X N.T.S. EQUA WOOD SCREWS LY 0 J SPACED/CENTERED IN 2x4 #2 SPF STUDS @ 0 W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Q Q Y ATTACH TOP PLATE TO 3 " ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE to 0 1 STUDS 2/ (2) 16d TOE ' STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS _ 0 00 0 NAILS NAILS � I BELOW (OTHERWISE Ln N 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d � � . . m 24" O.C. W/ (2) 12d MAX. 4-0 ABOVE FLOOR I TOENAILS @BOTTOM) 0 J Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X � 2x4 SILL PLATE W/ (2) 0 w 1--J V W >- 0 0 ...�... SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR 16d TOE NAIL EA. Z O W Q 0 = FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO CONT. BRACE & 10d &5 � 0 F- 2 N ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 0 W 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. �_--_ FLOOR SHEATHING ;:_ - W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 - LOf w O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO W/ (2) %4'x3" SDS ~ DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF SPACED & CENTERED STRUCT: JRH QC CHECK: CC STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS J TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0"O.C. & Q _..... ---._.._.. _ FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING P Z JOB No. TM - 2152162 ---_- ���it-r7��,� FLOOR BEAM SEE w BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY 0 SCALE AS INDICATED DATE. 05/03/2016 ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHTs�y SPACED/CENTERED IN TRUSS SEE PLANW a dw ay4 TRUSS TO OUTSIDE w FACE OF TRUSS nC 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL S'r'01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. STO3 HANDRAIL CONNECTION AT FLOOR TRUSSES _ SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 4 5 2 _ F- 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. 3/4"=1'-0" UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i RECORD COPY #16-1452