Loading...
HomeMy WebLinkAbout282 Big Spring Ter 16-1922 (new sfh) (a)THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 COAL. ELECTRIC W.H., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, LOT 17 5 - GENERAL CON5TRUCTION NOTE5: 40's CHAPTERS AND 6ECTION5 REFER TO FB.C.R. - 5TH EDITION (2014) NOTE: ANY DIMEN51ON5 AND/OR CALLOUT5 WITHIN THIS 5ET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 THORNBROOKE ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CON5TRUCTION TYPE: THI5 UNIT HAS AN 83 OCCUPANCY ANq BUILDING TYPE V -B CLA551FICATION. DARLINGTON 2585 CEILING CON5TRUCTION: ELEV. 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE 51DE. GARAGE5 BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOM5 ABOVE BY NOT 1 E55 THAN 5/8 INCH (159 mm) TYPE "X" GYP5UM BOARD OR EQUIVALENT WHERE THE SEPARATION 15 A FLOOR -CEILING A55EM5LY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD 121 OR EQUIVALENT IN ACCORDANCE WITH F.15C.R. - 5TH EDITION (2014) R102.3.5. ✓De NUMBER 26002. CAD FILE NAME LOT 1755 GARAGE LEFT EXTERIOR FIN15HE5: ISSUED 06-06-16 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.15C.R. - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063. ALL LATH AND LATH REVISED 06-15-16 ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHE5, OR A5 OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.G,R. - 5TH EDITION (2014) 8103.61 AND A5TM C 926, PER F.B.C.R 5TH EDITION (2014) 8103.6.2.1 WEEP 5GREED5 SHALL BE A MINIMUM N0.26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHE5 ABOVE THE EARTH OR 2 INCHES ABOVE PAVED TAYLOR MORRISON AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.C.R. 5TH EDITION (2014) R103.63 WATER RE515TIVE BARRIERS IN5TALLED OVER WOOD BA5ED 5HEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER 5TUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT NOTES 06-06-16 CREATED LOT 5PECIFIC PLAN FOR LOT 115 IN THORNBROOKE 465, ELEVATION "G", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: ADDITIONAL 51NK AT BATH 3, 9 FT. POCKET SLIDER AT FAMILY ROOM, S FT. INTERIOR DOORS AT MAIN FLOOR, (2) RECE55ED CAN LIGHT ABOVE KITCHEN BAR, VENT HOOD TO OUT5IDE, R-38 IN5ULATION, LAUNDRY TUB ROUGH -IN, FIRST FLOOR WOOD BALU5TER5 AND (5) CEILING FAN PRE -WIRE. PLAN. REVISIONS 06-15-16 COMPLETED REV15ION TO INCLUDE: MIRRORED GARAGE RIGHT HAND PLAN TO CREATE GARAGE LEFT HAND PLAN. MORE THAT 100 5.F. FOR HORIZONTAL APPLIGATION5, D15TANCE BETWEEN CONTROL JOINTS 5HALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO I. A CONTROL JOINT 5HALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES 5HALL BE CONSIDERED A5 CONTROL JOINTS. EGRE55: �( I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM DRAWING T 1 N D EX OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, FLASHING: I. FLASHING SHALL BE IN5TALLED AT WALL AND ROOF INTER5ECTION5, 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-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR 1 — SLAB INTERFACE PLAN PENETRATION OF WATER TO THE BUILDING 5TRUCTURAL FRAMING COMPONENTS. THE FL45HING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO61ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. 2A1 - MAIN FLOOR PLAN NOTES WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION IN5TRUCTION5. WRITTEN INSTALLATION IN5TRUCTION5 5HALL BE 2A2MAIN FLOOR PLAN DIMENSIONS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: .I x ca r6. DAVIS BEWS B1 — UPPER FLOOR PLAN NOTES LO 00100 1 Jto 0 _j co OLDSMAR, FLORIDA 34677 813.925.1300 TEL o0M� W W W.DAVISBEWS.CAM TAMPA • DENVER- sm N J N FLOOD ZONE REQUIREMENTS: — C) L U. o ° z 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILSAPPLICABLE): 0 0 0 � ��^ of �00 / / ASPHALT 5HINGLE5 (IF 3�E j[ -1(D ro� co ca Cq i J roti I. WIND RE515TANCE OF ASPHALT SHINGLES. - A5PHALT 8HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5.2.6 AND RW51b.L 2. ASPHALT 5HINGLE5 SHALL 5L6�E5 TWO UNITS IN 12 UNITS HORIZONTAL (2:12) FOR 0o ZN0 pill,`✓✓��® ONLY BE USED ON ROOF OF VERTICAL OR GREATER, ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNIT5 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, W •� *�+" '• /t s 5:11. THE SEPARATION 15 A FLOOR -CEILING A55EM5LY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD 121 OR EQUIVALENT IN ACCORDANCE WITH F.15C.R. - 5TH EDITION (2014) R102.3.5. ✓De NUMBER 26002. CAD FILE NAME LOT 1755 GARAGE LEFT EXTERIOR FIN15HE5: ISSUED 06-06-16 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.15C.R. - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063. ALL LATH AND LATH REVISED 06-15-16 ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHE5, OR A5 OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.G,R. - 5TH EDITION (2014) 8103.61 AND A5TM C 926, PER F.B.C.R 5TH EDITION (2014) 8103.6.2.1 WEEP 5GREED5 SHALL BE A MINIMUM N0.26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHE5 ABOVE THE EARTH OR 2 INCHES ABOVE PAVED TAYLOR MORRISON AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.C.R. 5TH EDITION (2014) R103.63 WATER RE515TIVE BARRIERS IN5TALLED OVER WOOD BA5ED 5HEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER 5TUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT NOTES 06-06-16 CREATED LOT 5PECIFIC PLAN FOR LOT 115 IN THORNBROOKE 465, ELEVATION "G", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: ADDITIONAL 51NK AT BATH 3, 9 FT. POCKET SLIDER AT FAMILY ROOM, S FT. INTERIOR DOORS AT MAIN FLOOR, (2) RECE55ED CAN LIGHT ABOVE KITCHEN BAR, VENT HOOD TO OUT5IDE, R-38 IN5ULATION, LAUNDRY TUB ROUGH -IN, FIRST FLOOR WOOD BALU5TER5 AND (5) CEILING FAN PRE -WIRE. PLAN. REVISIONS 06-15-16 COMPLETED REV15ION TO INCLUDE: MIRRORED GARAGE RIGHT HAND PLAN TO CREATE GARAGE LEFT HAND PLAN. MORE THAT 100 5.F. FOR HORIZONTAL APPLIGATION5, D15TANCE BETWEEN CONTROL JOINTS 5HALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO I. A CONTROL JOINT 5HALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES 5HALL BE CONSIDERED A5 CONTROL JOINTS. EGRE55: �( I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM DRAWING T 1 N D EX OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, FLASHING: I. FLASHING SHALL BE IN5TALLED AT WALL AND ROOF INTER5ECTION5, 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-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR 1 — SLAB INTERFACE PLAN PENETRATION OF WATER TO THE BUILDING 5TRUCTURAL FRAMING COMPONENTS. THE FL45HING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO61ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. 2A1 - MAIN FLOOR PLAN NOTES WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION IN5TRUCTION5. WRITTEN INSTALLATION IN5TRUCTION5 5HALL BE 2A2MAIN FLOOR PLAN DIMENSIONS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5HALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL 5HALL BEAR THE WORDS "THI5 DRYER SAN1EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEACE5 AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 9 2 2 155UANCE OF PLAN5 FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE BUILDING CODE5 PRIOR TO COMMENCEMENT OF ANY CON5TRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILDING GODES 5HALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERROR5 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED 5HALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLAN5 BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER 5HALL NOT BE HELD RE5PON51BLE. REV. 10-14-2015 DWELLING / GARAGE OPENINGS: r6. DAVIS BEWS B1 — UPPER FLOOR PLAN NOTES DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER- -­_� EST. 1994— 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5HALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL 5HALL BEAR THE WORDS "THI5 DRYER SAN1EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEACE5 AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 9 2 2 155UANCE OF PLAN5 FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE BUILDING CODE5 PRIOR TO COMMENCEMENT OF ANY CON5TRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILDING GODES 5HALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERROR5 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED 5HALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLAN5 BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER 5HALL NOT BE HELD RE5PON51BLE. REV. 10-14-2015 DWELLING / GARAGE OPENINGS: B1 — UPPER FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA 5HALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55, 50LID CORE (5.0.) OR HONEYCOMB cv TM CORE 5TEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5ELF-CL051NG DEVICE. 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: — C) o ° z 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILSAPPLICABLE): PLAN MEET5 OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. c / / ASPHALT 5HINGLE5 (IF co 1 3 C 1 — FRONT ELEVATION I. WIND RE515TANCE OF ASPHALT SHINGLES. - A5PHALT 8HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5.2.6 AND RW51b.L 2. ASPHALT 5HINGLE5 SHALL 5L6�E5 TWO UNITS IN 12 UNITS HORIZONTAL (2:12) FOR ���►111111 '�°'� pill,`✓✓��® ONLY BE USED ON ROOF OF VERTICAL OR GREATER, ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNIT5 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, W •� *�+" '• /t s 5:11. 3C2— SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION ASTM D 4869, TYPE II OR TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH 5ECTION R905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL a,�* %V6 (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4569, TYPE IV OR ASTM D 6151 I5 REQUIRED IN ACCORDANCE WITH 5EGTION �' P z -� 3C3 - FLASHING DETAILS R9051.1. �■■ : m : °s -) o 3C4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION 12014) 89053 5HALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRl1GTIDNS, OR • ' .. RECOMMENDATION5 OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL; FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH 4A MAIN FLOOR ELECTRICAL PLAN SECTION 83011.1.3 OR THE REGOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 8905.3.3 5HALL CONFORM WITH ASTM D 226, TYPE !<�� 11; A5TM D 2626, TYPE II; OR ASTM D 1910 OR A5TM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND 5HALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH 4B -UPPER FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE WASP 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 08 THE RECOMMENDATIONS OF RAS 118,119 OR 120. M CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : ■■� 1. WHEN 5TANDARD 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 T-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER U0 TUB AND 5HOWER AREAS: P=04 I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND 5HOWER AREA5, AND WALL PANELS IN SHOWER AREAS. RECORD COPY TERMITE PROTECTION: 0 I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -OHI -GRADE FLOORS 5HALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501E TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE 5EALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE 5LEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDEN5ATE LINE5, IRRIGATION / 5PRINKLER SYSTEM R15ER5 FOR SPRAY HEAD5, AND ROOF DOWN5POUT5 SHALL D15CHAR6E AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL 5UILDING5 WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES 5HALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. Ln r PLANS EXAMINER ..� 7X , I E 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING IN5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES r*0 DATE (162 mm) DEEP AND 30 INCHES (162 mm) WIDE 5HALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3. DUCT5 IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR CEILINGS 5EPARATING THE DWELLING FROM THE GARAGE $HALL BE CONSTRUCTED OF A MIN.126 GAUGE (0.48 r� SANFORD BUILDING DIVISION mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET THE MANUFACTURER'5 INSTALLATION IN5TRUGTION5. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >= ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OCCUR A5 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING 5Y5TEM. THESE PANS SHALL BE IN5TALLED IN ACCORDANCE WITH THE APPLICABLE PROVI510N5 OF CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 5ECTION5 M1411.3. 0 I< REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAUST FANS AND VENTING: 1. OUTDOOR D15CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 6Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR 5HALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. COMPACTION TEST 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOM5 5HALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY REQUIRED TO THE OUTDOOR5. EXHAUST AIR FROM BATHROOMS AND TOILET ROOM5 SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER ARE45 IN51DE THE BUILDING. Results3. to Verified DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHE5 DRYER EXHAUST DUCT 5HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • ab /nspection at Slab MAXIMUM LENGTH OF THE DUCT 5HALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE RAD) BEND. THE (lb 2585 MAXIMUM LENGTH OF THE EXHAU5T DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND 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 FAN MANUFACTURER'5 INSTALLATION IN5TRUCTION5. WHERE A CLOTHES DRYER B005TER PAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE PRYER • 15 LOCATED, A PERMANENT IDENTIFYING LABEL 5HALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL 5HALL BEAR THE WORDS "THI5 DRYER SAN1EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEACE5 AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 9 2 2 155UANCE OF PLAN5 FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE BUILDING CODE5 PRIOR TO COMMENCEMENT OF ANY CON5TRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILDING GODES 5HALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERROR5 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED 5HALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLAN5 BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER 5HALL NOT BE HELD RE5PON51BLE. REV. 10-14-2015 11 0 52'-4" 9' 0 13141 3'-0" 1'-0" 1'-8" 4" AIR HANDLER LINES FROM UPPER FLOOR `* 3/4" CONDENSATION Lu ELEVATION PITCH HB. ( ) 0,-4„ / DRAIN BY PLUMBER 1/8" /FT. 1'-4" 8'-4" 65'-4" HB..� TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE — — — — — — , • x ro 8" C.M.U. WALL ABV: TAMPA • DENVER_ to 0 Jatoo O 8" G.M.U. WALL _ABV. ID IN 0 5 co �. >'JM L ` °• p 00 mI LAv OJ CO 3�E� [1 — PES. luc.� w;: (N LJ �CID ro� T y� 000 ZN2d' I4" _'--� P.V.C. 2' 0° � L — — J L — _ — J 3/4" CONDENSATIONSEAT DRAIN BY PLUMBER � = TILE ABV. SHOR RECESS 9I �) N 5 "4 13'-8.. 2'-I" I'-8" 3' 10" 3'-0"x3-0" A/C 20' II,. `^ i i PAD (SEE MECHJ EJ �' cO CONTRACTOR / > FOR LOC.) 28 -9 10 -10 8 -I 2 -8 2 -0 �„ PAVERS -fll I 4" P.V.C. 3/4" RECESS FOR 19 I I ENTRY DR. 3/4" CONDENSATION I I � —AIR HANDLER I' 3" LINES FROM 2_ 5 18' 6" � 8 DRAIN BY PLUMBER N UPPER FLOOR NOTE: ROUGH -IN = ALL SLAB ANGLES L.T. ARE AT 45° (UN.O.) C� N ^ Lu REFERENCE ELEVATION >\ _ $ It A — PAVER DRIVE / LEAD WALK l +) 0'-0" i t2 � - \'LU PROVIDE WATER \�� PITCH A3140 PITCH LINE FOR ICE MAKER w C J -------- TO DRAIN i C.J. ---------------------------------------- N ^AA — 76SLAB i 3G2 OF REF. 20'-0., 8,. ri (`'] j G.C. VERIFY ACRYLIC III ���� J i i 8, $ I IL — U T ON LANAI 50 GAL. $ :;4r W.N. i i Z4 J J cr) 1'-4" 8'-4" 65'-4" HB..� TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE JOB NUMBER 26002.121 CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 • x ro 150 STATE STREET FAST OLDWAR, FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER_ to 0 Jatoo O c) J co ID IN 0 5 co �. >'JM L ` °• p 00 mI OJ CO 3�E� LLY 0,� w;: (N LJ �CID ro� y� 000 ZN2d' JOB NUMBER 26002.121 CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 d M x00 ca 6 J CD W6 LL M,�ltttt{111q�r LL // co sees+*. o"� ` * 0. Z- 0 eeso, ,r •• �� rvoo 0 L0 0 1 >m �p\L D k 2585 #16-1922 SLAB INTERFACE PLAN GARAGE LEFT • TI TLE • SLAB INTERFACE PLAN • SHEET • y DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDWAR, FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER_ EST. 1994 r d M x00 ca 6 J CD W6 LL M,�ltttt{111q�r LL // co sees+*. o"� ` * 0. Z- 0 eeso, ,r •• �� rvoo 0 L0 0 1 >m �p\L D k 2585 #16-1922 SLAB INTERFACE PLAN GARAGE LEFT • TI TLE • SLAB INTERFACE PLAN • SHEET • N.B. F----1 13'-0"x3-0" A/C I F----1 13'-0"x3-0" A/C I IPAID) (SEE MEG I IPAD (SEE MEGJ. CONTRACTOR IFOR LOC.) I CONTRACTOR IFOR LOC.) 06-06-16 REVISED WINDOW WIDTHS �Qw 20" �, Q et- AIR HANDLER A.F.F. AFF. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * DIRECT VENT DRYER FLAT HEADER AT al 17111 AGG TFXTI1QP!n Fn& LINE OF DRYSTACK LEDGESTONE T � O.M. 9'-4'• AFF. 'AVERS 9'-4" A.F.F. I TOM /— LINE OF DRYSTACK LEDGESTONE -LINE OF DRYSTACK LEDGESTONE REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS • JOB NUMBER TYPICAL MASONRY CAD FILE NAME LOT 175 WINDOW SCHEDULE 06-06-16 REVISED WINDOW WIDTHS Ctoa 20" 27" 3111 5311 1 LO -1(9 WINDOW CALL -OUTS -/ ce) N r . 26" DDiLM 12 5H 1/2 32 5H 22 5H 32 5H Lu 03 CO 3�EY J t = 39" 0 13 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H '—' z 12" 3: 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, W WINDOW 51ZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (51NGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- FG.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * DIRECT VENT DRYER FLAT HEADER AT al 17111 AGG TFXTI1QP!n Fn& LINE OF DRYSTACK LEDGESTONE T � O.M. 9'-4'• AFF. 'AVERS 9'-4" A.F.F. I TOM /— LINE OF DRYSTACK LEDGESTONE -LINE OF DRYSTACK LEDGESTONE REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS . �1 • JOB NUMBER 26002.121 CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED x ro w Ctoa 0 1 LO -1(9 -/ ce) N r . L low• DDiLM 0 roc °' U�i� 03 CO 3�EY J t -00O3, Z cf %j I . �1 • JOB NUMBER 26002.121 CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 . �1 DAVISI BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34671 813.925.1.300 TEL 813. 925 . 1800 FAX W W W.DAVISBEWS.C,OM TAMPA • DENVER EST. 1994 F— lJ.l � Ll � f cm N CV � 00 C) 4= ® z uj ti ..J g``\s�re 0 �e re �, LL ....,• 3 �,, m O �p Lid Lr) � s r � P ` W 1 r%*. >nJ [71NG HATCHING LEGEND INSULATE WALL ..1 9 2 2 #16 • M,41N F=LOOR 147 S.F. • UPPER F=1_OOR 1115 S.F. 2585 TOTAL LIVING 2582 S.F. GAF,AGE 455 S.F. e TITLE • I ANI n I 120 r_= TOTAL SQ. FT, 3247 S.F. �j MAIN FLOO R PLAN NOTES SCALE: 1/4" = 1'-0" GARAGE LEFT MAIN FLOOR PLAN NOTES 2A1 I I E., 7K' -nu P-4" 8'-4" 11 9'-8" 15'-m" REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES X ro 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W-DAVISBEWSCOM TAMPA • DENVER -�� EST. 1994 c---- r 0 O_j 0f J,�O C,) N � to r cA >;JLLN ` ` xl� 0 0 r r r Y cm _ -i f0 41 yL� T v 7K' -nu P-4" 8'-4" 11 9'-8" 15'-m" REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES ' JOB NUMBER 26002,121 ' CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 X ro 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W-DAVISBEWSCOM TAMPA • DENVER -�� EST. 1994 c---- r 0 O_j 0f J,�O C,) N � to i 0yoM >;JLLN ` ` 0 0 r 0`� C0 r Y cm _ -i f0 41 yL� T 00 0 ZNGr1 ' JOB NUMBER 26002,121 ' CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 W Cr3 N � � Q �O im a z J WCID J a�U_ `,®44446i1B/� �.c� •, g �'T 5: W Ln rt*o r*%% 04 F11111111111 0 VO Oil • 2585 LD17" • TITLE • ��� MAIN FLOOR PLAN DIMENSIONS #16-1922 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W-DAVISBEWSCOM TAMPA • DENVER -�� EST. 1994 c---- W Cr3 N � � Q �O im a z J WCID J a�U_ `,®44446i1B/� �.c� •, g �'T 5: W Ln rt*o r*%% 04 F11111111111 0 VO Oil • 2585 LD17" • TITLE • ��� MAIN FLOOR PLAN DIMENSIONS #16-1922 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT PROVIDE 9M TPMP Bu PAN ANn nRAw 24" H. A/C 3050 SH, LIM AT 7'_ad REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS WALL WALL— ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 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 A.N F`0 ice: �3 #16-1922 UPPER FLOOR PLAN NOTES GARAGE LEFT 26002.121 • TYPICAL WOOD FRAME x w ISSUED WINDOW SCHEDULE Lo C 00 4)0 lQ 06-15-16 WINDOW WIDTHS O _j coo 20" 24" 36" 48" Y/ 1 > J N WINDOW CALL -OUTS a Z pILL o_j Cp (D 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 E.G. W = 24" O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H i --i z 60" 1850 5H 2050 5H 3050 5H 4050 5H 3: 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, u.I WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~O MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 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 A.N F`0 ice: �3 #16-1922 UPPER FLOOR PLAN NOTES GARAGE LEFT 0 JOB NUMBER 26002.121 • CAD FILE NAME x w ISSUED 06-06-16 Lo C 00 4)0 lQ 06-15-16 O _j coo rAi 0�� c Y/ 1 > J N • a • pILL o_j Cp 3�E LL I& �� t ;: cm —i .— (o y�L. ZeF T� N 0 JOB NUMBER 26002.121 • CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 a • W 0. cr) M co 34 Cars ® Z O J W U J u - co iare��sZo Q ; "" •.„. ODfro 0: s 0 Z ��• Q xlso 0 op Ln 2585 • TITLE • UPPER FLOOR PLAN NOTES II 2B1 I- DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - EST. 1994 F` - W 0. cr) M co 34 Cars ® Z O J W U J u - co iare��sZo Q ; "" •.„. ODfro 0: s 0 Z ��• Q xlso 0 op Ln 2585 • TITLE • UPPER FLOOR PLAN NOTES II 2B1 I- 6 LTlV! F,IY 701'-S" • JOB NUMBER 26002,121 • CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 X ro w � rLo0 O J Lo Jr�i%� N 1 oco N L ` ooh; 0 0 0 G r• �vti 0 0 C 0 2 > � a CY r0 �fp i 000 (� I y�C T ZNLd' • JOB NUMBER 26002,121 • CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 EST. 1994 a a? M CG! d1 r- rlrr N .�G 00 O ® Z W J C� U_ • 0���1611111 �''t� Q •^ lj ..r 'c • '. • Imo' '••• y. ."4• ..,,`�° 6 009N ` (A pmmq 0 Ln r%%. 2585 #16-1922 UPPER FLOOR PLAN DIMENSIONS- 5CALE: 1/4" - I'-0" GARAGE LEFT DAVIS BEWS DESIGN GROVP 750 STATE STREET EAST OLDM4AR,FLORIDA 34677 813.925.1300 TE1.. 813.925.1800 FAX W W W.DAVISBEWS.COMW TAMPA • LDEIEP- �—� W � EST. 1994 a a? M CG! d1 r- rlrr N .�G 00 O ® Z W J C� U_ • 0���1611111 �''t� Q •^ lj ..r 'c • '. • Imo' '••• y. ."4• ..,,`�° 6 009N ` (A pmmq 0 Ln r%%. 2585 #16-1922 UPPER FLOOR PLAN DIMENSIONS- 5CALE: 1/4" - I'-0" GARAGE LEFT DAVIS BEWS DESIGN GROVP 750 STATE STREET EAST OLDM4AR,FLORIDA 34677 813.925.1300 TE1.. 813.925.1800 FAX W W W.DAVISBEWS.COMW TAMPA • LDEIEP- �—� W ER5 SHALL BE SPACED SO 'HERE CANNOT PA55 THROc AILS 411-5 FOR STAIRWAYS SHALL 10U5 FOR THE FULL LENGTH 'BHT, FROM A POINT DIRECTL THE TOP R15ER OF THE FLIC DINT DIRECTLY ABOVE THE R15ER, HANDRAIL ENDS SF URNED OR SHALL TERMINAT POSTS OR SAFETY TERMINAL 411-5 ADJACENT TO A WALL 1 � SPACE OF NOT LE55 THAN :TWEEN THE WALL AND 41LS, JOU5 GRASPABLE HANDRAIL EET TYPE ONE OR TYPE TUX J I hlI'� JCI. I lull 5CALE: 1/4" = 14" ALL GUARDRAILS AND HANDRAILSTO COMPLY WITH FBC 8301 AND TABLE 83015 PER F.B.C.R — 5TH EDITION 12014). TYP. ARCHWAY A5CALE: 1/4" = I'-0" P, 9A #16-1922 PLAN DETAILS 5CALE: 1/4" = I'-0" GARAGE LEFT • JOB NUMBER 26002.121 CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 x ro w 150 STATE STREET EAST OLDMIO, FLORIDA 34677 813.92.5.1300 TEL 813.92.5.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 r 0 OJc�i1�� JL�O 2 co >'jM �. L °p� • 0 m5% 0O E0� �- Y OI ro� i N J * m 00l�� ZN 1 • JOB NUMBER 26002.121 CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 W a: M cm r O OO 40 ® Z C) U. m LL m ® : Z= IZ, 11 111 O UOW 0 Lr) r%*.. 0 Twq>m 2585 . • TITLE • PLAN DETAILS • SHEET • DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDMIO, FLORIDA 34677 813.92.5.1300 TEL 813.92.5.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 W a: M cm r O OO 40 ® Z C) U. m LL m ® : Z= IZ, 11 111 O UOW 0 Lr) r%*.. 0 Twq>m 2585 . • TITLE • PLAN DETAILS • SHEET • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME: APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" - I'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HEID FLOOR PER F.B.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 12 /SHINGLE 6 % ROOF/ 12 a6 12 /SHINGLE ab G.C. VERIFY 8" BANDING 12 ROOF ALUMINUM OVER /7 2x6 SUB -FASCIA PLT. HT. (TYPICAL) _PLT. HT. 4" BANDING 1'-4" W. x 5'-0" H (TYP,) 15TUCCO 15TUCCO DECORATIVE FINISH FINISH FIXED SHUTTERS I'-4" W. x 5'-0" H 7 EQ. EQ. 7 DECORATIVE i FIXED 5HUTTER5 4" BANDING LL I j-- L �t (TYP.) 12 N 6� Q6 /HINGLE ab 5ECOND F.F. LINE ROOF SECOND FF. LINE - 4" BANDING T.O.M. _ 8" BANDING 8" BANDING _TOM. 2'-0" W. x 2'-6" H. 5ET BOTT. OF DECORATIVE BAND AT T.O.M. DECORATIVEIL CORBEL DECORATIVE CORBEL FIXED 5HUTTER5 8" BANDING lSEE DETAIL) (TYP.) (5EE DETAIL) (TYP.) 4" BANDING TEXTURED 2" RA15ED FOAM FINISH (TYP.) 171171 ❑ ❑ ❑ ❑ ❑ l6E BANDING IS 6" BANDING �, 50. 4" BANDING ❑❑❑❑❑❑❑❑ `- 6" BANDING DRYSTACK Ll Ll DRYSTACK LEDGESTONE _ _ LEDGESTONE (TYP.) - _ (TYP,) Ll lik MAIN F.F. LINE MAIN F.F. LINE GRADE LINE -/4" BANDING GRADE LINE (A55UMED) DOOR 5URROl1ND (A55UMED) G.G. VERIFY - ALL BANDING AT STONE LOCATION5 15 TO PROJECT 1/2" PAST THE FACE OF THE 5TONE FRONT ELEVATION- 6CALE: 1/4" = I'-0" ALUMINUM TUBING BAR5 (+) 2" 4 811 TEXTURED FOAM - BANDING 5" 10" SIDE VIEW FRONT VIEW FRONT VIEW 4 SIDE VIEW RAISED FOAM DECORATIVE BANDING DETAIL CORBEL DETAIL 5CALE: 1/2" - 1'-0" 5CALE: 3/4" - 1'-0" 26002.121 • CAD FILE NAME LOT 175 x ro 06-06-16 `z 06-15-16 U r0 oto0 LL - OLDSMAR, FLORIDA 34677 0 813. 925.1800 FAX W W W.DAVISBEWS.CAM Lu 'n i 0 , � Lu IY LLI ti M C)m _j� C. L 5 LL � 00 n 3 Lu INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME: APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" - I'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HEID FLOOR PER F.B.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 12 /SHINGLE 6 % ROOF/ 12 a6 12 /SHINGLE ab G.C. VERIFY 8" BANDING 12 ROOF ALUMINUM OVER /7 2x6 SUB -FASCIA PLT. HT. (TYPICAL) _PLT. HT. 4" BANDING 1'-4" W. x 5'-0" H (TYP,) 15TUCCO 15TUCCO DECORATIVE FINISH FINISH FIXED SHUTTERS I'-4" W. x 5'-0" H 7 EQ. EQ. 7 DECORATIVE i FIXED 5HUTTER5 4" BANDING LL I j-- L �t (TYP.) 12 N 6� Q6 /HINGLE ab 5ECOND F.F. LINE ROOF SECOND FF. LINE - 4" BANDING T.O.M. _ 8" BANDING 8" BANDING _TOM. 2'-0" W. x 2'-6" H. 5ET BOTT. OF DECORATIVE BAND AT T.O.M. DECORATIVEIL CORBEL DECORATIVE CORBEL FIXED 5HUTTER5 8" BANDING lSEE DETAIL) (TYP.) (5EE DETAIL) (TYP.) 4" BANDING TEXTURED 2" RA15ED FOAM FINISH (TYP.) 171171 ❑ ❑ ❑ ❑ ❑ l6E BANDING IS 6" BANDING �, 50. 4" BANDING ❑❑❑❑❑❑❑❑ `- 6" BANDING DRYSTACK Ll Ll DRYSTACK LEDGESTONE _ _ LEDGESTONE (TYP.) - _ (TYP,) Ll lik MAIN F.F. LINE MAIN F.F. LINE GRADE LINE -/4" BANDING GRADE LINE (A55UMED) DOOR 5URROl1ND (A55UMED) G.G. VERIFY - ALL BANDING AT STONE LOCATION5 15 TO PROJECT 1/2" PAST THE FACE OF THE 5TONE FRONT ELEVATION- 6CALE: 1/4" = I'-0" ALUMINUM TUBING BAR5 (+) 2" 4 811 TEXTURED FOAM - BANDING 5" 10" SIDE VIEW FRONT VIEW FRONT VIEW 4 SIDE VIEW RAISED FOAM DECORATIVE BANDING DETAIL CORBEL DETAIL 5CALE: 1/2" - 1'-0" 5CALE: 3/4" - 1'-0" • JOB NUMBER 26002.121 • CAD FILE NAME LOT 175 x ro 06-06-16 REVISED 06-15-16 U r0 oto0 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 0 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER 'n i 0 , � LLI ti M C)m _j� C. L 5 LL 0®�,111f111fAp� 00 ZQ�N of CO U. Y O S ul N LJ+'co 000 y� T C�0 z N G d • JOB NUMBER 26002.121 • CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER -�� EST. 1994 LLI ti C)m nlaa't++ r z W rvoo 0 Ln 0 >m 0 2585 TITLE • FRONT ELEVATION DETAILS S�•1^w1= s:r X63 -2 • • 1 g 2� #,o ELEVATION "C" GARAGE L FT W d M 110E) "I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER -�� EST. 1994 nlaa't++ r z W rvoo 0 Ln 0 >m 0 2585 TITLE • FRONT ELEVATION DETAILS S�•1^w1= s:r X63 -2 • • 1 g 2� #,o ELEVATION "C" GARAGE L FT W d M ca ® Z LLI ti C)m 0®�,111f111fAp� U. J� S ul nlaa't++ r z W rvoo 0 Ln 0 >m 0 2585 TITLE • FRONT ELEVATION DETAILS S�•1^w1= s:r X63 -2 • • 1 g 2� #,o ELEVATION "C" GARAGE L FT LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. 6:12 # UPPER 2/3 ROOF VENTS REQUIRED = 3 LEDGE5TONE (TYP.) � LOT 175 ' x ro 06-06-16 REVISED 06-15-16 rO y 0 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. I ACTUAL SOFFIT VENTILATION =1558.4 SQ. IN. MAIN FF. LINE GRADE LINE-�7Yp GRADE LINE (ASSUMED) p (ASSUMED) 6'f1L • I I � C �.0 (UN.O.) RIGHT I 0-� C0 2 6:12 l I 0 CIS cm r 0 2 9 y� T 0p 0 C0 ZNLd' I �e L 1 I 1� LOWER ROOF I I ' I VENT REQUIREMENTS --— — — ------ 6:12 VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 30 =X144 1.76254 SQ. N. I I HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. I # UPPER 2/3 ROOF VENTS REQUIRED =1 I I HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 636.9 SQ. IN. 6:12 °C 6:12 G.G. VERIFY FOR I i I i Lu R38 CEILING INSULATION L------------- ---------- �4--1-0 TYP. OVERHANG AA AT HIP l UND,J 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RA16ED SAND FINISH TEXTURED BANDING NOTE: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/411 EDITION (2014) R103b.I AND A5TM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.G.R - 5TH EDITION (2014) R103b.2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" ROOF PLAN SCALE: 1/8" - I'-0" �c CLEAR OPENING HEIGHT6 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 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE 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) R312.2 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) R3122 12 GIRDER 6 CONC: LINTEL SECTION AA SCALE: 1/8" = 1'-0" 12 �- GIRDER TRU65 12 Q6 a6 6 2 /SHINGLE SHINGLE 12 ROOF 12 ROOF 6� LG.CIVERI1Y ALUMINUMO2x6 SUB -FASCIA PLT. HT._ (TYPICAL) _ _ _ _ _ PLT. HT, STUCCO 5TUCCO � STUCCO FINI5H 4 2 SHINGLE FINISH FINIS;N 7 SECOND FF. LINE �l 8 ROOF �l SECOND FR LINE _ 8" 5HINGROOF SECOND FF. LINE T.O.M. _ _ T.O.M. - v /TEXTURED /TEXTURED21 Q /TEXTURED TYP DRY5TAGK v FINISH FINISH FIN15H 7 RETURN LEDGE5TONE 6, ;l �l offooff,;l AT SIDES (TYP.) MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (UN.O.) _ _ MAIN FF, LINE GRADE LINE �� GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 1'-0" 12 6� 12 /SHINGLE Q6 GC, VERIFY ALUMINUM a6 ROOF OVER 2x6 5U5-FA6CIA SHINGLE (TYPICAL) PLT. HT. ROOF --- PLT. HT. 0 /,TUCC11 FINIS * F.G. F.G. SECOND FF, LINA 8 �—SHINGLE D4 SECOND F.F. LINE T.O.M. ROOF-�. T.O.M. TEXTURED ❑ „ FINISH * MAIN F.F. LINE TEXTURED FINISH `t MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/6” = 1'-0" 612 Q6 SHINGLE 612 /SHINGLE ROOF ROOF G.G. VERIFY ALUMINUM q6 PLT. HT. � OVER 224 SUB -FASCIA PPLT. NT. - ❑ stucco- _ TEMP.O /5TUr*FINISH7CO SHINGLE r FIN15H 7 �-SHINGLE ROOF �l SECOND FF. LINE ROOF 6� 8" _SECOND FF. LINE SECOND FF. LINE T.O.M. _ T.OM. - —_7- ZTEXTUREp F� /TEXTURED o DRYSTAGK FINISaN7 9 FINISH SCALE: 1/8" = 1411 LEDGE5TONE (TYP.) - - LOT 175 ' x ro 06-06-16 REVISED 06-15-16 rO �� 0 MAIN F.F. LINE MAIN FF. LINE GRADE LINE-�7Yp GRADE LINE (ASSUMED) RETURN (ASSUMED) 6'f1L • AT SIDES p 0co C �.0 (UN.O.) RIGHT ELEVATION SCALE: 1/8" = 1411 • JOB NUMBER 26002.121 CAD FILE NAME LOT 175 ' x ro 06-06-16 REVISED 06-15-16 rO 0 J0�0 J-.0 sm yw M '>JM L L 6'f1L • p 0co C �.0 ml� 0-� C0 E 0 CIS cm r 0 2 y� T 0p 0 C0 ZNLd' • JOB NUMBER 26002.121 CAD FILE NAME LOT 175 ' ISSUED 06-06-16 REVISED 06-15-16 SIDES AND REAR ELEVATIONS D1 Nc ROOF PLAN DETAILS fi I BUILDING SECTION #16-1y « ELEVATION "C" GARAGE LEFT • SHEET • . ji DAVIS BEWS DESIGN GROUP 150 STATE STREE f EAST OLDSMAk FLORIDA 34677 813.925.1300 TFL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER_ EST. 1994 F�_— SIDES AND REAR ELEVATIONS D1 Nc ROOF PLAN DETAILS fi I BUILDING SECTION #16-1y « ELEVATION "C" GARAGE LEFT • SHEET • �n 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 OF MATERIAL P'ER :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN BRG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A )ODEN )ING SILL PLATE SEE NOTE #2 / r 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 FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS 1 RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" 4" BEAD OF ' CONST. ADHESIVE TO BE APPLIED 1 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 r PER BUILDER -7WATER PROOF CAULKING LTJ EXTERIOR FINISH � ;r 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 L4 TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�sT JJ�P WEATHER RESISTIVE BARRIER SPF, SILL PLATE (SEE DETAIL B 2 FOR OPTIONS) PQ' SCORNER PATCH TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) FLASHING WEATHER RESISTIVE BARRIER FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: EXTERIOR SHEATHING SILL PLATE FLASHING 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 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" I 7/16" 0.".6. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE 1 20" FLOOR TRUSS lu It PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST P o SEE STRUCTURAL FOR o AND UP WALL BY 6" CONNECTORS �24" FLOOR TRUSS � SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING -TEXTURED CEMENT PLASTER FINISH 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 • JOB NUMBER 26002.121 • CAD FILE NAME x ro ISSUED 06-06-16 C �0 O 1N 06-15-16 Jp� 0 J coI� 0) 0CD � c'rn� am N M OD LLo • el 00 W N 0_j CO 3�El tL 0�, L co J 0 00 �M ZN�� • JOB NUMBER 26002.121 • CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 el WITH SECTION R702.7 OF THE CODE. w �- co R703.2 WATER -RESISTIVE BARRIER ;a r ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH "" `C 00 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF to 0 Z ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER _ uj J THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS U THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND m X1111111 TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.�.,�•�° •� ••••••Ns A -** *0 R703.8 FLASHING _ APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT _ o t- o ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING • ®� COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR ••'•• FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT ���°� ••••• 4w►``` COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 0 1.1 THE FENESTRATION N R FOR APPLICATIONS ES RATION MANUFACTURER S INSTALLATION AND FLASHING INSTRUCTIONS, O O C ONS 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. Ln 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. �..■1..>= 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH 1 PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. ��1u7iNc> • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS ,SAN1::0RD - o\n _ #16��g22. FLASHING DETAILS • SHEET • ]NNW DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OLDSMAP, FLORMA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DE gN/ER -a EST. 1994 WITH SECTION R702.7 OF THE CODE. w �- co R703.2 WATER -RESISTIVE BARRIER ;a r ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH "" `C 00 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF to 0 Z ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER _ uj J THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS U THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND m X1111111 TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.�.,�•�° •� ••••••Ns A -** *0 R703.8 FLASHING _ APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT _ o t- o ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING • ®� COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR ••'•• FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT ���°� ••••• 4w►``` COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 0 1.1 THE FENESTRATION N R FOR APPLICATIONS ES RATION MANUFACTURER S INSTALLATION AND FLASHING INSTRUCTIONS, O O C ONS 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. Ln 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. �..■1..>= 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH 1 PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. ��1u7iNc> • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS ,SAN1::0RD - o\n _ #16��g22. FLASHING DETAILS • SHEET • SHEATHING TEXTURE FIN15H COAT SROM COAT 5CRATCH COAT 5ELF-FURRING LATH TWO LAYERS WRB WEEP 5CREED TERMINATE SELF ADHESIVE FLASHING AT LOWER N05E OF M.W.W.5. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY ° SELF -ADHERED FLASHING NAILING FLANGE DO NOT FLASH OVER i BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW IAIAI I 0UCATLIIAI(`_ WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOO/R RIM JOIST 'I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLANGED WINDOW UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD / O „< *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK / / / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ASPHALT SEALANT: EXTEND MIN. OF 6" j OUTSIDE OF FLASHING GALV. MTL L' FLASHING Z M 6" 21 DIVERTER FLASHING Mays DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH ?` Ar HOLD EXTERIOR FINISH 2"ABOVE ROOF in, Z"° 1",11", c.'•.:.°•, o.° s.", a.. 3. , °, s.. FLASHING <' Cd:; CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6TO12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE -� _— FASCIA FIGURE 3: CORNER DETAIL WINDOW UNIT CI nnr FLASHING t SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SELF -ADHERED FLASHING INSIDE CORNER 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT looF °EEK 9'�Oc F S� 7 OVS,SS0+S c k yq poF pECK R F TO Rio � o�Ro%P O TYPICAL UNO�R�P�M�N� \ \ R p�• EN° SPP P°GE OO WALL FLASHING DETAIL � °tiro' S„NCoJ ASN GppRSE 30 GOV1,00111s.., \ MEQ P40Ft\P RAKE METAL g2° 0 i DRIP EDGE 5' EAVES LINE VALLEY BY CENTERING 36” WIDE 14" 2 CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' 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! 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 / VALLEY CENTERLINE 1" REMOVE -' FIGURE 4: VALLEY DETAIL 01000, TEXTURED, PAINTED LOT 175 :T AS 06-06-16 EXTER. WALL FINISH 06-15-16 ASPHALT BASED 'IED ROOF CRICKET: 6" X 18" H GALV. J0LoO J c') SEALANT APPLIED N MIN: 3:12 SLOPE FLASHING CONT. TAMPA o DENVER EST. 1994 BEHIND FLASHING N (REQUIRED AT >>-ja ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A wc• .7 0.01, LOCATIONS) AT ENTRY ROOF i=0 CO MINIMUM OF 6" ABOVE " Y ro SHINGLES w z VERTICAL RISE OF \ E g FLASHING AT KNEEWALL C ZNG�r 6" X 18" H GALV. co 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 11-4 WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT looF °EEK 9'�Oc F S� 7 OVS,SS0+S c k yq poF pECK R F TO Rio � o�Ro%P O TYPICAL UNO�R�P�M�N� \ \ R p�• EN° SPP P°GE OO WALL FLASHING DETAIL � °tiro' S„NCoJ ASN GppRSE 30 GOV1,00111s.., \ MEQ P40Ft\P RAKE METAL g2° 0 i DRIP EDGE 5' EAVES LINE VALLEY BY CENTERING 36” WIDE 14" 2 CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' 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! 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 / VALLEY CENTERLINE 1" REMOVE -' FIGURE 4: VALLEY DETAIL NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR Po/ CEMENT PLASTER OVER BLOCK IST 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 11/2" TO 2" ABOVE ROOF SHEATHING )UBLE JOIST ;AM BELOW SLAB 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 .1111Id9-11a21;� - 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 172" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP SCREED I% 01000, CAD FILE NAME LOT 175 x ro 06-06-16 REVISED 06-15-16 rto0 DESIGN GROVP NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR Po/ CEMENT PLASTER OVER BLOCK IST 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 11/2" TO 2" ABOVE ROOF SHEATHING )UBLE JOIST ;AM BELOW SLAB 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 .1111Id9-11a21;� - 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 172" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP SCREED I% JOB NUMBER 26002.121 CAD FILE NAME LOT 175 x ro 06-06-16 REVISED 06-15-16 rto0 DESIGN GROVP O J0LoO J c') OLDSMAR, WRIDA 34677 813.925.1300 TEL 813. 925.1800 FAX d 2-500) 0 TAMPA o DENVER EST. 1994 am N >>-ja oojLC') 0 0 wc• .7 0.01, Emo� CO " Y ro cq i J to E C ZNG�r JOB NUMBER 26002.121 CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 Q- M DESIGN GROVP � 150 STATE STREET EAST OLDSMAR, WRIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSZOM TAMPA o DENVER EST. 1994 4= ....J LLI J M°J OPTIONAL DETAIL LI -.I m L_ `r1ti�e11t1 1Il'O.A .40 000 0000000 •oo' V�4� ���� WEEP SCREED DETAIL �d u. 4— W 0f Q SCALE: NOT TO SCALE w nr` �a O• Z co O Z Q�• METAL FLASHING 1 1 1 1%.F/ \V V/ \V ISL 1 FLASHING DETAIL ATERIAL PER ONS WITH APPROVED AYMENT (REFER TO SHEET) 31NEERED ROOF :S AT 24" O.C. WALL PER PLAN - RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL ROOF PER PLAN 0117:.)/A SANFO ` .S PLAN VIEWyy�t?�t #1 6 _ 1 9 22 THESE DETAILS ARE GENERIC AND MEANT WATERPROOFING METHODS TO BE USED. N.T.S. �.. LLI DAVIS BEWS Q- M DESIGN GROVP � 150 STATE STREET EAST OLDSMAR, WRIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSZOM TAMPA o DENVER EST. 1994 ....J LLI J M°J OPTIONAL DETAIL LI -.I m L_ `r1ti�e11t1 1Il'O.A .40 000 0000000 •oo' V�4� ���� WEEP SCREED DETAIL �d u. 4— W 0f Q SCALE: NOT TO SCALE w nr` �a O• Z co O Z Q�• METAL FLASHING 1 1 1 1%.F/ \V V/ \V ISL 1 FLASHING DETAIL ATERIAL PER ONS WITH APPROVED AYMENT (REFER TO SHEET) 31NEERED ROOF :S AT 24" O.C. WALL PER PLAN - RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL ROOF PER PLAN 0117:.)/A SANFO ` .S PLAN VIEWyy�t?�t #1 6 _ 1 9 22 THESE DETAILS ARE GENERIC AND MEANT WATERPROOFING METHODS TO BE USED. N.T.S. �.. LLI INSTALL BOTTOM EDGE OF Q- M WEEP SCREED 1" BELOW � FINISH FLOOR Cy 00 ® Z 4= ....J LLI J M°J OPTIONAL DETAIL LI -.I m L_ `r1ti�e11t1 1Il'O.A .40 000 0000000 •oo' V�4� ���� WEEP SCREED DETAIL �d u. 4— W 0f Q SCALE: NOT TO SCALE w nr` �a O• Z co O Z Q�• METAL FLASHING 1 1 1 1%.F/ \V V/ \V ISL 1 FLASHING DETAIL ATERIAL PER ONS WITH APPROVED AYMENT (REFER TO SHEET) 31NEERED ROOF :S AT 24" O.C. WALL PER PLAN - RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL ROOF PER PLAN 0117:.)/A SANFO ` .S PLAN VIEWyy�t?�t #1 6 _ 1 9 22 THESE DETAILS ARE GENERIC AND MEANT WATERPROOFING METHODS TO BE USED. N.T.S. A/C DISCONN.� L ---J L ---J W.P. J GF.I. EL CTfRICAL 'KED DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Iw.P. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ip. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) Fc -Hl CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR sD SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT p ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN V J c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE IN G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEMPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABv COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRPA.10, N.E.C. 2011, RB.C.R - 5TH 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 ALAWS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. T T * * * * T * G.C. VERIFY LOCATION G.C. VERIFY ALL FOR CEILING FANS SMOKE DETECTORS PRE -WIRE TO BE HARD -WIRED * * * * * * * DIRECT VENT DRYER THRU EXT. WALL OF /I U1.P.Aad r1220Y UTIL.------- m DEN i I PW �Q M. BATH <\ ROUGH -IN MASTER ITE i I I ENTRY I SU L __JFOR OPT. — � I . / �% FANLIGHT tLtlf HORIZ<0 I \ I W.P.MAKE-UP LIGHT FANLIGHT FOR OPT, ROUGH -IN \ i I sD L____J I �� W.P. CM SD v 3I GF.I. I WALL MOUNT \ AT 8'-8" / UP TO LANAI FAN/ LIGHT W/ FAN OPT. FalGN /' / opt FAMILY ROOM \ . I \ I I L---------- NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LLr Q COACH //i/ � PENDANT I GF.I. AT 48" %WT J. (VERIFY AT 48" — — LOCATION) FPU61413UTTON FOR — — — — — — — I sD FOYER / / GD OPENER i \ 1 CM CH ci / R uI 1 1. l HEN DINING _ KITCHEN 1 I 4 _ ;�`; (Q- ► GARAGE I / PENDANT I \ I I AT 48" AT (VERIFY LOCATION) - -. OF WINDOWS 50 GAL. L-- ------ W.H. ELEC. 11 — — — PANEL 200 AMP AT 48 IRRIG. COACH LIGHT G.C. VERIFY LOCATION OF MICROWAVE v NT WOOD OUTLET +U4" TO EXTERIOR 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARED ABOVE KITCHEN BAR ro J,�O 0 J co TYP. 014 AND 012 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. L `. L • INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED O�c0 PANEL MO COPPER TO i J 0 ►. O n � ZN�v WATER HEATER UNDERSROUND "8 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD AL50 SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LLr Q COACH //i/ � PENDANT I GF.I. AT 48" %WT J. (VERIFY AT 48" — — LOCATION) FPU61413UTTON FOR — — — — — — — I sD FOYER / / GD OPENER i \ 1 CM CH ci / R uI 1 1. l HEN DINING _ KITCHEN 1 I 4 _ ;�`; (Q- ► GARAGE I / PENDANT I \ I I AT 48" AT (VERIFY LOCATION) - -. OF WINDOWS 50 GAL. L-- ------ W.H. ELEC. 11 — — — PANEL 200 AMP AT 48 IRRIG. COACH LIGHT G.C. VERIFY LOCATION OF MICROWAVE v NT WOOD OUTLET +U4" TO EXTERIOR W.p. ( GRI. FOR • • (2) RECESSED CAN LIGHTS x m w T.U.G. SERVICE ABOVE KITCHEN BAR ro J,�O nt'C\01 . #16' 1922 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT" • JOB NUMBER 26002.121 • CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 • • (0-0) "-)1 DAMS BEWS DESIGN GROUP x m w EST. 1994 ro J,�O 0 J co > c'J L `. L • 00 O�c0 E��� IV 6)N i J 0 ►. O n � ZN�v • JOB NUMBER 26002.121 • CAD FILE NAME LOT 175 ISSUED 06-06-16 REVISED 06-15-16 2585 , • TITLE • MAIN FLOOR ELEC. PLAN DETAILS • SHEET • (0-0) "-)1 DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLD&MW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 2585 , • TITLE • MAIN FLOOR ELEC. PLAN DETAILS • SHEET • ELECTfRICAL <EE DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50YE COUNTER 01P WEATHERPROOF DUPLEX OUTLET Qi,l. GROUND FAULT INTERRUPTER DUPLEX OUTLET � HALF -SWITCHED DUPLEX OUTLET f-0 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT #ED FLUORESCENT LIGHT FIXTURE g EXHAUST FAN ;Q; EXHAUST FAN/LIGHT COM51NATION ®D ELECTRIC DOOR OPERATOR (OPTIMAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CAR 30N MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COM50 DETECTOR TELEPHONE (OPTIONAL) Mvv TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER s ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �(/> ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.(.) AS INDICATED ON PLANS OR AS ITEM NO.'4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR, SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABY 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 SIMILAR 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 6. IT IS THE RESPONS151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNANCE$. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-5UI;NI% HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARM$ SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY LOCATION G.C. VERIFY ALL FOR CEILING FANS SMOKE DETECTORS PRE -WIRE TO BE HARD -WIRED HORIZ MAIM.( IP AMF�.i�VtD 1922 2585 UPPER FLOOR ELECTRICAL PLAN 4B GARAGE LEFT JOB NUMBER 26002.121 X tc LOT 175 06-06-16 REVISED C r0 J 0 Lo JMh� rA� ONM 0 1 ` 5EJN 66 6 '6 E . 00 :215 25� Co `P, E Y -0J C40 00 2Na 2585 UPPER FLOOR ELECTRICAL PLAN 4B GARAGE LEFT JOB NUMBER 26002.121 CAD FILE NAME ISSUED LOT 175 06-06-16 REVISED 06-15-16 vo 2585 UPPER FLOOR ELECTRICAL PLAN 4B GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 r 2585 UPPER FLOOR ELECTRICAL PLAN 4B GARAGE LEFT IVIL IIIL VV/'111114VV 1 VI\ VVL. VVI II I 1 1\L-VVVI\L. 11\I rl1"V VVVVIJ GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, NUMBER / AV �1 A D �� DRAWINGS ��r ` p IN METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: r V I V VI FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A CREATED ELEV. A, B, C AND ELEV A WITH BONUS, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED 3. HEAD MORTAR JOINTS AT (PRECAST WINDOW SILLS TO BE NO MORE THAN 111. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/8/2014 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES BEND). SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 S3 DOWEL PLACEMENT PLAN ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE S4 FIRST FLOOp FRAMING PL 1VCAST SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE WALL AT THE TOP &BOTTOM & MAXIMUM 8'-0" U.N.O. VERITC TIES TO THE EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) WOOD STUDS MAY SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS S4.1 NOTES & CONNECTOR LEGEND ONLY IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL UIRED 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS FORCES.(INTER INTERIOR BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. ANDMEMBERS T, PSI, A SLUMP AT 4 PLUS OR MINUS 1 , AND HAVE 2 TO 4 /o AIR ENTRAINMENT, THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. AND A MAXIMUM WATER/CEMENT RATIO 0.58. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE REMOVED OPTIONAL MASTER SUI'T'E 2 AND S4.2 ROOF FRAMING PLAN D 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN @ 1U4, MAX AND S5 LINTEL PLAN CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. SDI FOUNDATION DETAILS WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE S D2 GENERAL DETAILS REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. 6 4/14/2015 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD CELLS PER PLAN. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS S D3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. S DLI GENERAL DETAILS AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. SD5 TWO STORY DETAILS TOP CHORD: Lr = 16 PSF 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) BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF WEIGHT CLAY TILE ROOF COVER) S D6 TWO STORY DETAILS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) (LIGHT CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF ST 1 STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: %s' UNO. 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, TRUSSES IN THE LANAI AND ENTRY AREA, ALL PANEL EDGES ARE TO BE BLOCKED OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN (NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF FASTENERS, LOAD, AND TOLERANCES. UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFIT'S PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). MASONRY WALL CONSTRUCTION A) FLOORS =15 PSF B)BALCONIES =15 PSF NUMBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES CREATED ELEV. A, B, C AND ELEV A WITH BONUS, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 1 5/9/2014 WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF 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 3. HEAD MORTAR JOINTS AT (PRECAST WINDOW SILLS TO BE NO MORE THAN 111. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 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). SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. CREATED ELEV. C W/ BONUS -TRUSSWAY FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 12/18/2014 TRUSSES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS HE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL AT THE TOP &BOTTOM & MAXIMUM 8'-0" U.N.O. VERITC TIES TO THE EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) WOOD STUDS MAY SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. -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 REMOVED OPTIONAL MASTER SUI'T'E 2 AND 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. TRUSS "X" 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN @ 1U4, MAX AND 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 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 -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. MASTER PER BILL YOUNGMAN'S REQUEST 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCS( -B3 SECTIONS 1, 2 AND 3 *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 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 UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 6 4/14/2015 PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD CELLS PER PLAN. 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 -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO 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 CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCS( -B3. ("T" BRACING MAY BE USED I.L.O. 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. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-B3). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION CONSOLIDATION. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DESIGN PRESSURES DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED EFFECTIVE 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 DETS 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 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 SHALL 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 VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD CELLS PER PLAN. E = 1,800,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Ib/int U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO 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 (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 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 CEILING 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 LIVING SPACE IS ABOVE THE GARAGE. %s' UNO. 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, 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. 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. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFIT'S PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 00 g S za`+S • ••®oo J WIND PRESSURE & SUCTION EFFECTIVE J p (PSF) WIND Q�C9 eU Q < ,4WD (+) VALUE DENOTES PRESSURE AREA (SQ FT) w � U o ' �ti O» '==Uj - VALUE DENOTES SUCTION AREA 4O O5 10 (+) 21.2 (+) 21.2 C �" - 22.9 - 28.3 /Of (+) 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 7'-0" 16-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-)19,7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 „I 5 5 j� 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 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 U U) W 0 IN J H H W Z W W III//,roo' U I ce) Oogo ``x`11/1111 ®r�' OLu 00 Z. 00 g S za`+S • ••®oo J Z O_ J p T_ LL Q�C9 eU Q < ,4WD J J R D N jz _LLJ Q w � U o ' �ti O» '==Uj 0 Q' �✓ ?r •••• :W �� _lz •! _ ✓✓✓ • ••�i �a� C �" J /Of mILL �Lr/jllull��\ J H H W Z W W CFG / BAD o W F z (D TNT OLu JOB No. Z 06 � J z�ffi T_ LL D .. J R D N jz _LLJ Q -1Q LL Y m � �� ZO LLL = N� LL � W Z O V)I DC Ooop � O J CFG / BAD o V z TNT QC CHECK: JOB No. 11 SCALE: � DATE: 06/29/2016 T_ Q J R D N jz _LLJ Q -1Q LL Y m � �� STRUCTURAL ENG: CFG / BAD DRAFTING -STRUCT: TNT QC CHECK: JOB No. TM- 2152439 SCALE: AS INDICATED DATE: 06/29/2016 U LLJ Q a0 LLL = i CL STRUCTURAL ENG: CFG / BAD DRAFTING -STRUCT: TNT QC CHECK: JOB No. TM- 2152439 SCALE: AS INDICATED DATE: 06/29/2016 S1 0 0 M A/C PAD A/C 0 Z 0 �O LL LO>- �W O 1— U) N 791 n" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PS1 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION, GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN, SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Q dp w/ #5's EQUALLY SPACED EA. 2O24"x24"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. O 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. `G? I A04L BARS & 3" MIN. COVER TO EDGE OF CONC. O U 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. o 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. W- 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. " BARS & 3" MIN. COVER TO EDGE OF CONC. H'","" O dp w/ #5's EQUALLY SPACED EA. Z O36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 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 (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. Z dp w/#5's EQUALLY SPACED EA. O60"x60"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 0 SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6-8"O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. FOUNDATION PLAN_ 1/4"= 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. L C w Q 0 IR MLL W O LL COw NotW • •/�R`'� rR 00 :C0�1J z " W VD C; M ®s � � LLa CL ' ^ c0 '•••... ' Q ..J W ❑ Z w�` _ 'd"i `�r P ® < O IL 0 J J Q 2 W O W a `G? I A04L NT NT O U o M o cu W- Ii' U ULL� " O H'","" O Z O O X 0.. LI Z 0 W Z C) 06 < O ZLij � �� p O ~ J V UzQ o Q p �N W Z Q F' = J Z o U ~U. Z WQ ❑ O W z ��II Jf�1 U' z V LJ a Z ° O Lo u J ❑ 0 Z w Z J O O -j z 1 Y 0000 o O J Z z w >-0O FFn - LU H`~ cn n - w o' Z) STRUCTURAL ENG: CFG / BAD O DRAFTING: H F-STRUCT: TNT �Dlnd� ,J QC CHECK: Z JOB No. TM - 2152439 --- -- — - F` WSCALE: ❑ AS INDICATED DATE: 06/29/2016 S922 2 �ll 4" 8'-4" L,. 4'4" 4'4" 4'-0" 4'-0" 4'4" 2'4" T-0" T-4" 6'-8" 6'-8" L 6'-8" 5'-8" �, T-0" 1001 4--- �f - 01 DOWEL PLACEMENT PLAN 1/4"= 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. U F U1 m uJ O J LL CY) ��111111BIt/A�/ f LLI M r W 00 • t� �' Y Z O J L4. � CV U Q ZAar* O ° Z Q Q frO O ® M LL p � m lilt%%°® J Q 2 Q W • ✓(r� CL f M o U Z y :.m. z Q c Q 0 < CU LIJ IN 0 *LL "a � O Z 0 O W <Y L Z F- UJI aa W 9PC� LL U z z QZ �- J a Q oda J--� V W W z� J z O Zw0 oW o= U Z ��II Jfru- 1 z SYMBOLS LEGEND QC CHECK: ** C'L� �• -U H JOB No. TM - 2152439 U LU SCALE: AS INDICATED Lij W o: DATE: Z S3 o 00 J z Z ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. <( TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). O Z J O O ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. ❑ A Z Q TO TIE BEAM. < I- ' X Z LU 000 m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. ❑ � � N m W o O —� Z I— INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. X W LL LU w >.°O .._ #5 CONT. FT.G TO TIE BEAM_ 0 O O w p la �H N (/) CL Z 0- W STRUCTURAL ENG: CFG / BAD 4" 8'-4" L,. 4'4" 4'4" 4'-0" 4'-0" 4'4" 2'4" T-0" T-4" 6'-8" 6'-8" L 6'-8" 5'-8" �, T-0" 1001 4--- �f - 01 DOWEL PLACEMENT PLAN 1/4"= 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. U F U1 m uJ O J LL CY) ��111111BIt/A�/ f LLI M r W 00 • t� �' Y Z O J L4. � CV U Q ZAar* O ° Z Q Q frO O ® M LL p � m lilt%%°® J Q 2 Q W • ✓(r� CL f M o U Z y :.m. z Q c Q 0 < CU LIJ IN 0 *LL "a � O Z 0 O W <Y L Z F- UJI aa W 9PC� LL U z z QZ �- J a Q oda J--� V W W z� J z O Zw0 oW o= U Z ��II Jfru- 1 z J QC CHECK: ** C'L� �• -U H JOB No. TM - 2152439 U LU SCALE: AS INDICATED F S A 9 2 � W o: DATE: Z S3 o 00 J z Z W Z J O O ❑ A Z Q I- ' X 000 � � N m o O —� Z I— W LL LU w >.°O .._ O w p la �H (/) CL W STRUCTURAL ENG: CFG / BAD U DRAFTING: H -STRUCT: TNT J QC CHECK: ** C'L� H JOB No. TM - 2152439 LU SCALE: AS INDICATED F S A 9 2 � W o: DATE: 06/29/2016 S3 WA LL L EGE ND ° z d U BEARING WALLS VERIFY ARCHITECTURAL PLAN U.N.O. z J W I— Q 0 z O U) W 0 1a1 o Lr - 0 LO Lr- ° z d U Q z J U- LL 0) �• W CO LL °e o�►►►,oeeta►�' ° z d U Q z LL �• + h Z Z " + o J LL w z J 0�-� O _►1' W CL V O o U T- "" Zc+ Q Uc p C ° LU U LL O 0 Z o_Ica O IL IL z LLI Q � J U � z (,� w � � U 0 Z 06 � LL z Z O J (� 0 L z Q o o W N F W ~ �p o� W -� z LL 8 w �- Cr- _ — oU)� z ��II P., I ° z L) U Q z ° J z O � h Z t w z J 0�-� O oC0 © W _ 0000 0 N o 0W m oC LU z C3 W _ W O F— 2 F— F- 0 U) CL w STRUCTURAL ENG CFG / BAD U DRAFTING 3., ';o\L[:>I'VG f- Q -STRUCT: QC CHECK: TNT *. FIRST F FRAMING P qpqq pA ryry'^gg H LU JOB No. SCALE: TM - 2152439 AS INDICATED - ------- ----- - -------- ---- -- 1/4"=11-011 W DATE: 06/29/2016 #i�� 1 . NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND � S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEARING WOOD WALL SCHEDULE O(2)2X4 STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TAG SPACING SPECIES (plf) OF TOP BOTTOM BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN 3-1/2"x3-1/2" LVL COLUMN. BW3 16 SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 1rd. PT. 3 TO BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN ZO BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN POSTS. AT EXTERIOR CONDITIONS BW6 12" SPF 1/2" THREADED ROD @48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 1 3rd. PT. BASE PLATE U.N.O. ON PLANS. BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 1 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN MTS 12 w/(14)10d x 12' NAILS BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf Ird. PT. 3 ElMGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 BW10 12" SYP 12d TOENAILS T 12d T TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ 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. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14, AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN OB (3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN OF (2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST O6x6 SYP #2 POST O8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. QO 3-1/2"x5-1/4" LVL COLUMN. O3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN ZO 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & e' EPDXY ANCHOR w/MIN. 7"EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)a" EPDXY ANCHORS w/ MIN. 7"' EMBEDMENT 4. POSTNLVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22" 10d .148" x 3" 12d .148" x 31' 16d .162" x 32" 8d RING SHANK .113" x 22' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx1Z" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" Q META20 w/(7) 10d x 1j" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 21 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 F31 H10A w/(18)10d x 12' NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS H10A-2 1070 H10A-2 1245 H5.5x11.25 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH 4 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 5 (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 & 1 1 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 7 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 ElMGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)1'x24" TAPCONS El HTT4 w/(18)16d x 22" NAILS & 8" 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 F1 ol 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 11 HTSM16 w/(8)10d NAILS & (4)1'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. LTT20B w/(10) 10d NAILS & a" EPDXY ANCHOR w/SIMP. SET 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 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 2z' NAILS w/8' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & a' EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100Ibs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 J TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" H2x10 PLATE TAPCONS Z H LL ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)1'x24" TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)1'x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (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 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)1'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. 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 HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) J 16d NAILS H2x8 (2)2x8 #2 SYP w/Z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) p LLi I- F_ 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) Z H LL 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 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. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LA'Y'OUT 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 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAIILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 1/4"= 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. 09 W Q O O W W s``j0111�1`6111o0��'i!' Lill M cp JOB No. 00Z L� LL .. b�;� J O C> = U a 0• p LLi I- F_ WO O i rz Z H LL i f7 co o 0 z U 0 0 o :� ' U �+ 4 U i o i W O U W Z ❑ z z JOB No. 0 U C.� i W ,�x ! W LLI J� u7 EW I- F_ WO z2:0 000Li 2NW 0-� O Sao Q0= i rz Z H I � STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT 0 "* JOB No. TM - 2152439 z AS INDICATED DATE: 06/29/2016 0 u7 W -, O z2:0 000Li 2NW 0-� O Sao Q0= Z H I � IZ STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK: "* JOB No. TM - 2152439 SCALE: AS INDICATED DATE: 06/29/2016 S4.1 STRAPS REQ'D STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. REQUIRED. WALL LEGEND =9'-4"T.O.M. = 11'-0" T.O. M. 12'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B ROOF FRAMING PLAN 1/4"=11-011 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 ofMONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited #16-1922 EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 80-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 91-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9-4' 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 101-01, 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYN #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B ROOF FRAMING PLAN 1/4"=11-011 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 ofMONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited #16-1922 L.L 0 -j U - LL 0 F - z W L.L 0 -j U - LL 0 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z W IL H 0 w' } z 0. Q AT CORNERS PRECAST "U" METAL LATH OR GRADE 60 BAR SIZE d PROVIDE LINTEL W/ 3000 BEND 0 WIRE SCREEN I LAP SPLICE ..� a .NO STANDARD #5 psi CONC. PER "D" OVER COURSES .' SEGMENT d HOOK BAR. LAP LINTEL PLAN. IF d NOT REQ'D TO 15 d .,_j •....4. .:•" OTHER BARS INTO REBAR IS #4 BE FILLED. 5 5/8 91/2 ° CORNER AS REQ'D INDICATED IN TRANSOM OPENING (SHEET METAL & #5 31/8 7 113/4 25 33/4 LINTEL, #5 TO BE `. ' PAPER FELT FRAME INFILL AROUND 81/16 30 41/2 81/16 181/2 WINDOW BY BUILDER #7 � 9 13/16 SEE FOUNDATION 10" HOOK 1 51/4 9 13/167213/4, SEE WF01/SD3 FOR / MORE INFO \ 42 HOOKED INTO PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D PROHIBITED) ` ON EITHER SIDE U.N.O. SIDE VERTICALS ' Uj —° • °e dda d• d.° (2) 2X8 WOOD HEADER d.° TURNED SIDEWAYS. d FIRST PLY 2X8 TO MASONRY WALL W/ {, :..,.• DOOR OPENING SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"O►x o 1-3/4" TAPCONS INTO 41 d MASONRY & (4) 10d X 1 W 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. 4�D�QLINTEL W/ TRANSOM DETAIL d ,4 °d •e °d a 4 4.. I d LL z d.. LO d °IQ'. d 4 I ° 1'd ..A la, z W 22 07 ° A ° • , .. d d ° It ' ROUGH OPENING PER PLAN d ..A TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" ° GRADE 40 GRADE 60 BAR SIZE d LENGTH LAP SPLICE BEND 0 LENGTH I LAP SPLICE ..� a .NO "B" ' e "D" TYPI .' SEGMENT d #3 LINTEL PER PLAN d 7 15 d .,_j •....4. .:•" 91/4 d #4 21/2 5 5/8 91/2 ° :I '� TRANSOM OPENING 24 #5 31/8 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE d LENGTH LAP SPLICE BEND 0 LENGTH I LAP SPLICE a .NO "B" -SHEAR WALL T OPENING "D" TYPI AL SHEAR WALL SEGMENT "D11 #3 LINTEL PER PLAN 41/4 7 15 d .,_j •....4. .:•" 91/4 d #4 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SCALE: 3/4" = V-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 LENGTH I LAP SPLICE "All "B" Tot "D" . All "B" 11C11 "D11 #3 LINTEL PER PLAN 41/4 7 15 21/4 .:•" 91/4 18 #4 21/2 5 5/8 91/2 20 :I '� TRANSOM OPENING 24 #5 31/8 7 113/4 25 33/4 7 151/2 ' #6 FRAME INFILL AROUND 81/16 30 41/2 81/16 181/2 WINDOW BY BUILDER #7 � 9 13/16 SEE FOUNDATION 35 1 51/4 9 13/167213/4, SEE WF01/SD3 FOR / MORE INFO \ 42 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ` ON EITHER SIDE U.N.O. °t (2) 2X8 WOOD HEADER TURNED SIDEWAYS. FIRST PLY 2X8 TO MASONRY WALL W/ {, :..,.• DOOR OPENING SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"O►x r 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. 4�D�QLINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH I LAP SPLICE "All "B" Tot "D" . All "B" 11C11 "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 43/8 9 13/16 16 1/2 35 1 51/4 9 13/167213/4, 42 EMBEDDED 1 STANDARD 90° HOOK I STANDARD 180° HOOK #3=2Yz' #4=2YZ' #5 = 2 Y" #6=3" #7=3Y2" TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8 INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) 4;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 " x 8" x 16" CMU U.N.O. 0 M - 8'-4" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS FW— STANDARD LINTELS STANDARD LINTEL NOTES o DLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32-1B/8F32-0B V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. J 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Z T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END p T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 fn 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN W 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. OZ 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS CL ~ 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. O 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 () 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. = W 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 Q 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838 / 1446 2883 / 1848LU 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p O 13'-4" 0 328/0 1234/0 1779/0 2662/0 U 14'-0" 0 292/0 1160/0 1660/0 2439/0 O 16'-0" 0 284/0 950/0 1379/0 1997/0 p MATERIALS J - 184 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 PSI. m W 20'4" 0 180/0 598/0 1024/0 1441/02. Q 20'-8" 0 145/0 550/0 981/0 1376/0 fc PRESTRESSED LINTELS =6000 psi. p 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 O 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE J ,�411lIU/ RECESSED LINTELS -FILLED LL o�oi s/,r�' rn STRENGTH = 1900 PSL .�'� s' U, cY CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB ro'� ®� 2'-4"0,41694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE , �``,..•'""•"•«•,��i/.i �s�s� B00 - 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.®'4, «.- Y o T -O" 1230/1230 2769/2769 4085/4085 lo J Z 3'-4" 1081/920 2769/1716 40$5/2839 LINTEL DESIGNATION SCHEDULE , Q 4'-4" 846/833 2121/1716 3127/2839 ° F -' pa —� J F = FILLED WITH GROUT / e38.. z `•'a �. Q 5'-4" 664 / 572 1761 / 1761 2595 / 2595 LINTEL « -9 W C) 6'-4" 526/434 1539 / 1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED' 7�. �1 Z iR 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ w °®' ••••p0 ,�� O g'-4" 415 / 235 1152 / 1152 1694 / 1552 O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY '®,A�ri�t d�1®�®o m U_ 8F16-1B/1T O 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH Q TYPE DESIGNATION w « O 8RF14-0B/1T O 8F16-0B/1T 1-1/2" CLEAR OUB° o O 8F20-1B/1T J 2 Z p q ,µ Z W0 REBAR AT TOP MIN. (1) REQ'D Q 0 0 O" 8F20 -06/1T _u C Q C.M:U. 0 8RF22-1 B/1 T LO a GROUT 1-_ Wj '. z #5 REBAR AT BOTTOM OF LINTEL > O 8F24 -16/1T im CAVITY U�"` O*-- BOTTOM REINFORCING PROVIDED LL 0 8RF22-0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) � 0 8F24-0B/1T $" NOMINAL WIDTH �._m, N FILLED 0 8RF30-1B/1T > O O 8F32-1B/1T 1-1/2" CLEAR d Ld O 8RF30-0B/1T z #5 REBAR AT TOP MIN. (1) REQ'D Z 0 8F32 -0B/1T0 z C.M.U. W 0 81`38 -1 B/1 T O Q Lo Z Z p os O 8F12-1B/1T 06 ,< 07-5/8" �.� 81`40 -OB/1T BOTTOM REINFORCING PROVIDED � z N � 7-5/8� L IN LINTEL (VARIES) Z S� Ow 8F8 -0B/1T 8 NOMINAL WIDTH O O UNFILLED v --j z V O W O a SAFE LOAD TABLE NOTES Wzo I— Q 11. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Z J Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ~ O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w 2. 0 = NOT RATED. z I- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF � SUPPORT. [L 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF PO'JNDS PER LINEAR FOOT. Z V Q Z 0 J 0 Ln L z 0 r z W Z J O F 0 Ce -� Z Y H LINTEL PLAN N � � m 1 /8"=1'-0" o O W ZZ � Q0= u5 0 F— H W 0 cn � W STRUCTURAL ENG CFG / BAD (� DRAFTING: -STRUCT: TNT I -- J QC CHECK: ** Z JOB No. .. TM - 2152439 — - - -- w SCALE: AS INDICATED ,;limy w DATE: 06/29/2016 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V -0"S 5 #1 6-1.92 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. fd� (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL — SEE PLAN CONCRETE SLAB FOUNDATION PLP (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL SEE PLAN CONCRETE SLAB PER W FOUNDATION PLAN VARIES SEE PLAN W m d a0 p GRADE z WW I=� I-4.. z a .: ' '• — I W ap > - Lu co I'M oo . 4°dry ' "4.1, ° I r OW (2) #5 BARS CONT.I I (2) #5 BARS CONT. ' I I —I I CLEAN COMPACTED W/ 3" COVER TYP. 13 C V R CLEAN COMPACTED W/ 3" COVER TYP. 31' C V R FILL @ 95% STANDARD I FILL @ 95% STANDARD 1,41' DENSITY 01 DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE 1'4" WIDE w/(3) #5 BARS F01 TYPICAL EXTERIOR FOOTINGFO TYPICAL GARAGE CURB FOOTING 3/4"= 1 -0 3/4"=11-011 OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN I' OPTIONAL CURB BY BUILDER z CONC. SLAB PER 8"x12" THICKENED 8CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. w FOUNDATION PLAN w/ 3" COVER TYP. U.1 GRADE a qd Ljj r �4 vd o 4=III—III—III—_I I — °°Uj a d ,.,b a 4 a W o _ ,. .e.° ..d ,' ° ' ad � ► I—III—III—III—°` I— ' ° .: d • � � � , _—_ 111 IIII—III_I I __ �.qa ° p 4 ..aq . I I 1I —III—III—III—III II ,_ I1 a ° $„ 14.. — -I I MI —III—III—� I—� „_ I— �IIIi i I I a W �e�'�' j.. d mol —I I e� IIII—I III _III.. �, d _= I- > I— — =III— _ (2) #5 CONT. w/ 3" O 2COVER Ow/ Ti _— = 16 MIN. --I _ COVER TYP. 1'-4" (2) #5 BARS CONT. Cf) CTYP. -� I —1 I (—III—III—III—I I (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD 1 1.DENSITY i -r I � I-1 I I I I I 16 8 8 l O > LU CLEAN COMPACTED p CLEAN COMPACTED CLEAN COMPACTED FILL 95% STANDARD v (2) #5 BARS CONT. w/ 3 (2) #5 BARS CONT. w/ 3' � 8" 8" FILL @ 95% STANDARD FILL @ 95% STANDARD O @ COVER TYP.; AT COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 3" M 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY 0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO z 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE 0- J BARS REQ'D & FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN F DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP SHALL BE 1 -4 WIDE w/(3) #5 BARS IF BRG. WALL ABOVE- HOLD BRG WALL BACK AF08 THICKENED EDGE 2x BRG WALL PER 2x BRG WALL PER 3/4"=1'-0" � 3/4"=1'-0" ® FILLED CELL PER PLAN WOOD POST PER PLAN m W FOR SIZE AND BASE 4„ 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING GARAGE Q CHAIR BLOCKS. _-----_j ENTIRE BASE TO BE iY PAST DEEPEST STEP FILLED SOLID 6F—O"k FOOTING AT INTERIOR BEARING FLUSH w/ FOUNDATION TOP VIEW CORNER WALL SCHEDULE WALL SCHEDULE 0 CMU BASE w/ (1) #5 ui M CONC. SLAB PER FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH LL BEYOND CORNER. SEE FLR. o REQ'D PLAN FOR BASE SIZE BELOW %pj -0 ay �"� z O DRIVEWAY BY SEE FOUNDATION FOR °° a ' LLI Q 4„ -; BUILDER- CONCRETE PAD SIZE d• _ ° . • w M OR PAVERS U) 4 '4 ° 4_j 4' W w MIN 4" CONC. SLAB OR . a W w PAVERS PER PLAN ° �.., °4• q ' p Lij U) W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" d I I— FILL @ 95% STANDARD a 4. 8'' ''q4 d 4 4 ` J — — _ –III ° °L�a� a - 3" COVER TYP. 8" x 8" THICKENED 8„CLEAN COMPACTED _. 4.• 4 - EDGE w/ (1) #5 CONT. ° 4 q FOUNDATION PLAN COVER TYP. FILL @ 95% STANDARD 1= 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4"CONC. F 1 3� THICKENED EDGE @ GARAGE DOOR -- -- - FOUNDATION PLAN SLAB PER Z I CONCRETE SLAB PER PLAN w FOUNDATION W FOUNDATION PLAN X z z 2x PT SILL PLATE 2x P.T. SILL PLATE 0 W d a LU 11L W 4' 4. I ° — — 4—_4 • (- ° —III I I I-450 ' '� I I I_III IIIJill . ., • o N Z — °- -I—_ —III—I I I_ —_ I— —_ 11—I __ _ I I_ a —I --I— I I L— — — '—I I I— q ... _ .—III—� — =I I = ( = I- I — I _ — „ .' .. , III—III — _— I I—I I=1 III I =I I III—III III I I I—III III I I I—I o W v i -r I � I-1 I I I I I 16 8 8 l O > LU CLEAN COMPACTED p CLEAN COMPACTED CLEAN COMPACTED FILL 95% STANDARD v (2) #5 BARS CONT. w/ 3 (2) #5 BARS CONT. w/ 3' � 8" 8" FILL @ 95% STANDARD FILL @ 95% STANDARD O @ COVER TYP.; AT COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 3" M 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY 0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO z 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE 0- J BARS REQ'D & FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN F DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP SHALL BE 1 -4 WIDE w/(3) #5 BARS FO FOOTING @ SHOWER AT MASONRY AF08 THICKENED EDGE 3/4"=1'-0" 3/4"=1'-0" ® FILLED CELL PER PLAN WOOD POST PER PLAN m W FOR SIZE AND BASE 4„ CONNECTION 8 GARAGE TOP COURSE TO BE CHAIR BLOCKS. _-----_j ENTIRE BASE TO BE iY FILLED SOLID 6F—O"k FOOTING AT INTERIOR BEARING 01 TOP VIEW CORNER SEE ELEVATION CMU BASE w/ (1) #5 ui M CONC. SLAB PER FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH LL BEYOND CORNER. SEE FLR. o 00 40, J Z PLAN FOR BASE SIZE °. ° %pj -0 ay �"� z O DRIVEWAY BY SEE FOUNDATION FOR °° a ' LLI Q 4„ -; BUILDER- CONCRETE PAD SIZE d• _ ° . • w M OR PAVERS 4 '4 ° 4_j 4' W w CONC. SLAB OR . a W w PAVERS PER PLAN ° �.., °4• q ' p Lij U) CLEAN COMPACTED 4 :a d I I— FILL @ 95% STANDARD a 4. 8'' ''q4 d 4 4 ` -I DENSITY — — _ –III ° °L�a� a - 3" COVER TYP. 8" x 8" THICKENED 8„CLEAN COMPACTED _. 4.• 4 - EDGE w/ (1) #5 CONT. ° 4 q FILL @ 95% STANDARD 1= —_ —I DENSITY F 1 3� THICKENED EDGE @ GARAGE DOOR AFj FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 8"CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR 1 41 PENETRATING p GRADE PIPE 4 ....1. III I M PVC SLEEVE MIN.I I—I I I� _ — FOOTING PER PLAN DIAMETER TO BE 2(– PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY 3/4"=1'-0" TYPICAL STEP FOOTING DETAIL NOT USED TOP (2) #5 x 4'-0" — CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE 3/4"=1'-0" PVC OR SCH40 SLEEVE 4 ° d ° LOOP TIE (TYP.) °4 4 • 4'' ° � —_ I — •—IIIIIII� FOOTING PER PLAN I — SEE FDN PLAN I I_� FOR SIZE — —I PVC SLEEVE I —I I _ & REINF. =1 BEARING SLAB STEP DOWN 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS a 441 ° I AA d #5 CONT. P �°�e REINFORCEMENT SEE of 4 FOUNDATION PLAN FOR QUANTITY dmom N.% �60`'� a'" a THRESHOLD PER MFG �'r�'"�°��'�' ° °� #5x25"x25"CORNER U) U) W U W v M ~° SLOPE PER MFG FOUNDATION PLAN TIE BEAM MIN. 25 - SPLICE GROUT CELL - SOLID PER PLANS a F i u U n as ° ° f/J a 4 d 4 d. d a ° ° BAR, ONE FOR EA c� UJI_ —_ - - a r —_ — o ' 4 ° '4.' ° A 1^I HORIZONTAL CONC. SLAB PER W I =�Vr_ _� d .. _ — II= =I C 4 4 REBAR, TYP. U.N.O. FOUNDATION PLAN _III= I I r _ 4. 4 d 01i�- —, -•. o (2) #5 BARS CONT. —III—III—III III— r TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION —, a I I I I=1 d a III—I 1- _ I I SEE FDN. I h —I I PLAN FOR (- SIZE & REINF. PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION (FRONT VIEW) -1 I—III ° . 04 PIPE III—I I I - PIPE VERTICAL THRU FDN_,� I=� a — I- –I MI r TYPICAL FOUNDATION PENETRATIONS —' I I=1 I �—III=1 I I NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND 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 °�'.. SLOPE W/ 3" COVER TYP.; @ 1'-4"o 2 -STORY CONDITION olU PER MFG (3) #5 BARS w/ 20" o SLOPE EXT. SURFACE < OR GRADE 1/4" PER WIDE FOOTING FOOT AWAY FROM CLEAN COMPACTED � BUILDING FILL @ 95% STANDARD C ELASTOMERIC JOINT DENSITY u FILLER C u EXTERIOR DOOR POURED SILL *F1' FOOTING AT INTERIOR BEARING WITH CMU C 0 3/4"=1'-0" 3/4"=1'-0" o r 0 i O yOr v Z O 0 > zip O � �® i � i i i J Q z �- W 0 co C z� Z v �.,-- z a O i Q Uj LU Q F– H Z p W O i LU LjL a J > V 0 Z ' O Lo Its '. O Z J O O --� I y QUj 000 O �2 N (� 0 J Z IU �a0 O O ~ ~ CL STRUCTURAL ENG CFG / BAD DRAFTING: : STRUCT: TNT QC CHECK. ** JOB No TM - 2152439 J SCALE. AS INDICATED J DATE: 06/29/2016 SD1 m W 8 iY 6F—O"k FOOTING AT INTERIOR BEARING 01 `e``J11111111111t4 ui M LL It o 00 40, J Z ux %pj -0 ay cr: " J $ LLI Q MASONRY WALL SEE PLAN Q-' :, ' .° Z 4 0 CONC. SLAB PER I (1) #5 FROM FTG. TOM 110�ff/1111111� _j LL FOUNDATION PLAN TIE BEAM MIN. 25 - SPLICE GROUT CELL - SOLID PER PLANS a F i u U n as ° ° f/J a 4 d 4 d. d a ° ° BAR, ONE FOR EA c� UJI_ —_ - - a r —_ — o ' 4 ° '4.' ° A 1^I HORIZONTAL CONC. SLAB PER W I =�Vr_ _� d .. _ — II= =I C 4 4 REBAR, TYP. U.N.O. FOUNDATION PLAN _III= I I r _ 4. 4 d 01i�- —, -•. o (2) #5 BARS CONT. —III—III—III III— r TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION —, a I I I I=1 d a III—I 1- _ I I SEE FDN. I h —I I PLAN FOR (- SIZE & REINF. PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION (FRONT VIEW) -1 I—III ° . 04 PIPE III—I I I - PIPE VERTICAL THRU FDN_,� I=� a — I- –I MI r TYPICAL FOUNDATION PENETRATIONS —' I I=1 I �—III=1 I I NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND 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 °�'.. SLOPE W/ 3" COVER TYP.; @ 1'-4"o 2 -STORY CONDITION olU PER MFG (3) #5 BARS w/ 20" o SLOPE EXT. SURFACE < OR GRADE 1/4" PER WIDE FOOTING FOOT AWAY FROM CLEAN COMPACTED � BUILDING FILL @ 95% STANDARD C ELASTOMERIC JOINT DENSITY u FILLER C u EXTERIOR DOOR POURED SILL *F1' FOOTING AT INTERIOR BEARING WITH CMU C 0 3/4"=1'-0" 3/4"=1'-0" o r 0 i O yOr v Z O 0 > zip O � �® i � i i i J Q z �- W 0 co C z� Z v �.,-- z a O i Q Uj LU Q F– H Z p W O i LU LjL a J > V 0 Z ' O Lo Its '. O Z J O O --� I y QUj 000 O �2 N (� 0 J Z IU �a0 O O ~ ~ CL STRUCTURAL ENG CFG / BAD DRAFTING: : STRUCT: TNT QC CHECK. ** JOB No TM - 2152439 J SCALE. AS INDICATED J DATE: 06/29/2016 SD1 n PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 — THIS SHEET 1/2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOR WALL U.N.O. (1) #5 VERTICAL IN i 2x4 #2 SYP BLOCKING .x4 3LOCKING ATTACH TO ",�.`.. FRAMING INFO GROUT FILLED CELL (IF STRUCTURAL _ c . �.. REQ'D PER PLAN) F 3/8" DIA. ANCHOR 716" OSB W/ (2) 8d SIDES FROM TOP OF 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N ��<' ° JAILS NOTE: SEE MD08 ON CENTERED ��' WALL TO BOTTOM OF LINTEL PLAN FOR ADDIT'L REBAR INFO DETAIL BEAM. ATTACHED PER 4 4 Y, RADIUS AS REQ'D BEAM. ATTACHED PER VERTICAL REINFORCEMENT PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 — THIS SHEET 1/2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOR WALL CHORD WITH (4) 10d () 2 2x #2 SYP SEE PLAN a ° 2x4 #2 SYP BLOCKING .x4 3LOCKING ATTACH TO BUCK FRAMING INFO FOR BEAM SIZE STRUCTURAL _ c . �.. Z IF NO WEB IS PRESENT 3/8" DIA. ANCHOR 716" OSB W/ (2) 8d SIDES FROM TOP OF 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N ��<' ° JAILS WALL TO BOTTOM OF CENTERED I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER " RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. THREADED ROD PER O.C. @ EACH SUCCESSIVE BUCK z 2x4'X' BRACE ACROSS NAILING SCHEDULE L° O � LENGTH OF PLAN / BEARING WALL TBD BY BUILDER (FASTENING) ARE METO 2x4 VERTICAL @ 24" f SHEARWALL i SCHEDULE. ONLY o NAIL SCAB TO TOP ` O.C. MAX. w/ (4) 10d CHORD WITH (3) 10d REQUIRED WHEN m W NAILS (2) BAYS PAST A/C NAILS TO BOTTOM INDICATED ON LOCATION. MIN (3) BA °a + 2x4 BLOCKING GARAGE WALL SCHEDULE. MIN 6" CHORD & (3) 10d NAILS O BETWEEN TRUSSES TO EACH TRUSS. TYP 0 r BEYOND FROM END OF WALL / EACH SIDE Z DOUBLE TOP PLATE w/ zO�O MASONRY WALL. ° STANDARD TRUSS - IF WALL HEIGHT IS 2x6 P.T. BUCK EACH TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER SIDE OF OPENING BLOCKING PER BRG (4) 16d COMMONS BETWEEN 4FT & 8FT, WALL SCHEDULE + + - NAILED @ EACH END USE 2x6 SYP #2 STUDS (5) 3/8" DIA. J -BOLT W/ 00 0N I 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. BASE PLATE 0W Z SIDE OF DOOR. CONNECTION PER BRG 16d COMMONS END t a + ++ PROVIDE 1-1/2" x 3/16" WALL SCHEDULE I „° O THICK WASHER W/ EA. 16d COMMONS END O 0F_ ANCHOR. (1st BOLT TO 2x4's NAILED TO VERTICAL BE 8" MAX. ABV. CURB, 2x4's + DRAFTING: REST EQ. SPACED + _ -24" O.C.) PT BASE PLA'. 1 /2"=1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU �--- HEADER (SEE PLAT` 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL D03� BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN 2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F B ROOF SHEATHING FOR STRAP I I CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END, D TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINEUP ABOVE TRUSS f BELOW AND CONNECT w/ HTS20 @ 32" O.C. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW I1, 2x PLATES OVER ROOF DECK PER VALLEY K FRAMING DETAIL DOUBLE TOP PLATE / B SIMPSON H H3, H4, OR H5 @ EA. END OF TRUSS OR C <Dj RAFTER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ `; J� E STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN G aCURVED ROOF TRUSSES PER PLAN OR CURVED 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 2' TITEN HD ANCHORS w/ MIN. 1 2' EMBED. FOR HOLLOW BLOCK OR 3 Z" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" 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. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL l� (2) 2x TOP PLATE (2) 2x PLATE —� SPF CONT. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ CHORD WITH (4) 10d () 2 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 2x4 #2 SYP BLOCKING .x4 3LOCKING ATTACH TO STRUCTURAL 'Xi FOR BEAM SIZE STRUCTURAL _ SHEATHING ON BOTH Z IF NO WEB IS PRESENT SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N SIDES FROM TOP OF JAILS WALL TO BOTTOM OF SEE FOUNDATION I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER 77P RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE O.C. @ EACH SUCCESSIVE BUCK z 2x4'X' BRACE ACROSS NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I I 'x BUCKS, AT TOP AND SP1 CLIPS I AT BASE ARE REQUIRED fi�FOKNEEWALL 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 'Xi SCAB IN EACH TRUSS ATTACHMENTS _ FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z IF NO WEB IS PRESENT SUPPLIED BY A/C 0 I -I 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N COMPANY STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN SDI SEE FOUNDATION (3) 10d NAILS TYPICAL (1) SPH4 EVERY Zd 0� 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x V AT EACH TRUSS BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" W OTHER STUD TO -w O.C. @ EACH SUCCESSIVE BUCK z 2x4'X' BRACE ACROSS NAILING SCHED. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME O � LENGTH OF . F- TBD BY BUILDER (FASTENING) ARE METO 2x4 VERTICAL @ 24" --t7— SHEARWALL i ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S (D o NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN O.C. MAX. w/ (4) 10d CHORD WITH (3) 10d TOP AND BOTTOM MII m W NAILS (2) BAYS PAST A/C NAILS TO BOTTOM LOCATION. MIN (3) BA O + 2x4 BLOCKING LAP W/ (2) 16d NAILS 1/2"=1'-0" U_ CHORD & (3) 10d NAILS O BETWEEN TRUSSES TO EACH TRUSS. TYP 0 r TOENAILED TO EACH SIDE Z DOUBLE TOP PLATE w/ zO�O 10d NAILS @ 4" O.C. STANDARD TRUSS - IF WALL HEIGHT IS TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER CO PLAN (4) 16d COMMONS KNEEWALL AT UPSET BEAM 3/4"=1'-0" PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" 3/4"=1'-0" PRE -CAST LINTEL PER W PLAN F— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 " 12" 2x8 3/16" x 3" 12" O.C. 2 W Q CHIMNEY CAP FASTEN PT 2x NAILER a z_j CLEAR BETWEEN FLUE J &FRAME 2'-0" ABOVE A POINT Q O _ FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z U_ Z 0 I -I W FLUE PER MANUF. CHIMNEY CAP FASTEN PT 2x NAILER a z_j CLEAR BETWEEN FLUE TO MASONRY NOTES: W &FRAME 2'-0" ABOVE A POINT 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, W O _ FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z U_ ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 I -I 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N PLAN STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN SDI SEE FOUNDATION THIS CASE. O (1) SPH4 EVERY Zd 0� 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x V fi SO TYPICAL ONE STORY CMU WALL SECTION BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" W OTHER STUD TO -w O.C. @ EACH SUCCESSIVE BUCK z W NAILING SCHED. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME O � (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS Uj . F- TBD BY BUILDER (FASTENING) ARE METO 2x4 VERTICAL @ 24" 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) V i ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S (D o SPECS Z W/ GALVANIZED O.C. MAX. w/ (4) 10d m W FLASHING NAILS TO BOTTOM O + r- + 1/2"=1'-0" U_ CHORD & (3) 10d NAILS O : SHEATHING PER PLAN STRUCTURAL TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 2x PT BOTTOM --� PLATE PRECAST LINTEL OR - KNOCK OUT COURSE MASONRY WALL BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END PRE -MANUFACTURED FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" MIN. a z_j CLEAR BETWEEN FLUE TOP OF CHIMNEY MIN. &FRAME 2'-0" ABOVE A POINT SEE FOUNDATION O _ WITHIN 10'-0" OF THE m U_ GALVANIZED FLASHING NEAREST ROOF I -I MASONRY WALL PER PLAN Z SDI SEE FOUNDATION EXT. SHEATHING (1) SPH4 EVERY Zd 0� AIR -. fi SO TYPICAL ONE STORY CMU WALL SECTION ATTACHED PER OTHER STUD TO -w Z z��� NAILING SCHED. DOUBLE TOP PLATE W � . F- 2x4 FRAMED CRICKET 2x4 VERTICAL @ 24" i o W/ GALVANIZED O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM + r- + O Lo CHORD & (3) 10d NAILS : 0 r + Z TO TOP CHORD; NOTE zO�O IF WALL HEIGHT IS CO 'Q W (4) 16d COMMONS BETWEEN 4FT & 8FT, + + O NAILED @ EACH END USE 2x6 SYP #2 STUDS O 00 0N + GALVANIZED FLASHING 2x4 BLOCKING W/ (2) 0W Z 16d COMMONS END 2x4 BLOCKING W/ (2) + ++ �LL �0 O NAILED TO VERTICAL 16d COMMONS END O 0F_ 2x4's NAILED TO VERTICAL 2x4's + DRAFTING: + _ -STRUCT: TNT QC CHECK ** _. ---- ------- TRUSS PER PLAN MO CHIMNEY FRAMING DETAIL SCALE: AS INDICATED Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A! SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY IF OPENING PROVIDED PER PLAN) MIN. 2x4 SPF #2 KNEE WALL w/ STUDS @ 16" O.C. w/ STRUCTURAL SHEATHING FROM TOP OF WALL TO BOTTOM OF WALL. ATTACHED PER NAILING SCHEDULE �•° OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS a:. AT BASE ARE REQ'D KNEEWALL OVER MASONRY WALL 3/4"=1'-0" — PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION OIL TOP OF MASONRY A SEE ARCH PLANS FOR OVERHANG INFO ELEV FOR FOR O.H. \\_ TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID W X WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS 11. 4 EXT FINISH PER PLAN I ..F W MAIN FLOOR v a z_j ELEV 0'-0" CONC. SLAB - ` � U VERT REINF. BEYOND SEE FOUNDATION O _ PLAN FOR MORE INFO m U_ ~ 0 I -I MASONRY WALL PER PLAN Z SDI SEE FOUNDATION ' DETAILS FOR FTG INFO Zd 0� AIR -. fi SO TYPICAL ONE STORY CMU WALL SECTION )SOCIATES, LLC is strictly prohibited. 0 W C00O a►►►►Ilu��s+ a �t /+ +aa Xj Q C) ,i W 0 •t> a z_j Z z U O � '• - a 01•aaa N s �� 4 m U_ a J O : V� �` z U W i • -14 C) C-6 ~ 0 Z U) Z 0 ' Zd 0� J / w J z W W C) C-6 ~ i j Z U) Zd 0� -w Z z��� I--- W � . F- W i W aaa� U) i o U Z 11 O Lo : 0 r Z zO�O CO 'Q W O 1 O 00 0N 0W Z W �LL �0 O O 0F_ STRUCTURAL ENG: CFG /BAD DRAFTING: _ -STRUCT: TNT QC CHECK ** _. ---- ------- JOB No. JOB TM - 2152439 SCALE: AS INDICATED DATE: 06/29/2016 SD2 SIMPSON F,. - DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON F DIAGONAL PLATE SIMPSON HGA10 @ 48" H O.C. NOTE: ALL GABLE NO BRACE REQUIRED BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE 9'-4" < H614'-0" TRANSITION FROM 14'-0" < H 618'-8" FOR ADDITIONAL INFO AS REQ'D EACH END.AT 24" O.C. WALL TO GABLE H2.5 CLIP. MAX 2'-0" O.H. SIMPSON A23 @ EACH TRUSS FASTEN ROOF GABLE VERTICAL DOUBLE 2x TOP PLATE -STRUCT: TNT BRACE TO PLATE FASTEN SIDE WALL 2ND 2x4 BRACE IF 2x FASCIA w (2) 16d SHEATHING PER PLAN. BLOCKS w/8d NAILS (5) 16d NAILS BRACE 1/2" J -BOLTS w/ TO BLOCKING 2x4 #2 SYP P.T. EXT. SHEATHING; END GABLE w/ XNAILS ATTACH PER PLAN PT 2x8 PLT., CANT. FOR � BEAM CONNECTION FRAME WALL CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN -- NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d ,IC END NAILS EA. END VARIES 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" 2'-0" MAX. V-9" MAX. PIP I I W O � JQ' FIELD FRAMED VALLEY DETAIL PROVIDE 2x BLOCKING 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) 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 CONTRACTOR TO FIELD VERIFY WHICH UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 7'-0" (1) 2x4 BRACE CONDITION IS REQUIRED. CONTACT EOR (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" FOR ADDITIONAL INFO AS REQ'D EACH END.AT 24" O.C. EA.DIAG. AS SHOWI` H2.5 CLIP. MAX 2'-0" O.H. SIMPSON A23 @ EACH A35 DIAGONAL TOiv FASTEN ROOF GABLE VERTICAL TO STUD) -STRUCT: TNT BRACE TO PLATE TRUSS BOT. CHORD 2ND 2x4 BRACE IF 2x FASCIA w (2) 16d X BLOCKS w/8d NAILS 3 1/4" HOLD 2x6 1/2" J -BOLTS w/ @ 6" O.C. 2x4 #2 SYP P.T. END GABLE w/ XNAILS INTO TOP PLATE PT 2x8 PLT., CANT. FOR � BLOCKING @ 24" O.C. WASHERS (MIN. 7" 'It O DMMON TRUSS SIMPSON H2.5(TYP.) 06 W/(2)12d END NAILS CLG. NAILING SURFACE ~ CIL ECT TO DROP EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ WITH H2.5 CLIP. @EACH END z DOWN FOR w EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W DOUBLE TOP PLATE w TRUSS PER PLAN 2x4 2x4 LEDGER W/ (2) 10d MAX. ATTACHMENT w/ (3) 10d HEADER PER PLAN IF W NAILS @ EACH WEB SP4 CONNECTORS @ E 24" O.C. (DU)TOENAILS EA. END REQ'D. MIN (1) JACK & (9 END Z PROVIDE 16d NAILS 24"o.c. IF HEADER WITH Z FHING FASTEN EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. LAN m TRUSS PER PLAN GABLE END TRUSS TO UPLIFT SPAN 4'-6" ORQ W w co 2x TOP PLATE TO ATTACH PER PLAN LSTA18 HEADER TO PLT.@12" O.C. MAX. <4 = U GABLE END W/ 16d iI O FROM TOP OF WALL STUDS TYP. BASE 0 m O NAILS @ 6" O.C. FRAMING FOR FALSE L L • LU w CMU WALL OR LINTEL a • HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) L vi BELOW SCHED. 10d NAILS @ EA. TRUSS 2x8 #2 SPF STUDS AT SHEATHING PER PLAN Ly F BRACE 16" O.C. 1/2" x 8" J -BOLT @ 32" = DTC CLIP, (2) 8d NAILS TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ Z O.C. AND 6" FROM EA. #5 CONT. SINGLE BASE & TOP 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR PLATE w/ PLYWOOD FALSE BM PER PLAN LINTEL SEE PLAN PLATE W/ 1/2" x 8" SHEATHING COVERING IF REQ'D LINTEL SEE PLAN e' p' CMU WALL CONNECTION CLEAR SPAN CONNECTION W 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN -- NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d ,IC END NAILS EA. END VARIES 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" 2'-0" MAX. V-9" MAX. PIP I I W O � JQ' FIELD FRAMED VALLEY DETAIL PROVIDE 2x BLOCKING 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) 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" < H:6 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 WHERE O.H. IS > V-0", DROP W GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. -`--- 10d COMMON NAILS 2x4 BLOCKS, (2) 16d TO RUN BACK TO 1ST COMMON SEE ELEV. FOR 0 NAILS @ EA. END. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE STRONGBACK TO BLOCK ADJ. BAYS Cc CONNECT TO DROP GABLE WITH EACH END.AT 24" O.C. EA.DIAG. AS SHOWI` H2.5 CLIP. MAX 2'-0" O.H. J j ` 3 r' FASTEN ROOF GABLE VERTICAL TO STUD) -STRUCT: TNT SHEATHING TO TRUSS PER PLAN 2ND 2x4 BRACE IF 2x FASCIA w (2) 16d X BLOCKS w/8d NAILS A -A GABLE VERTICAL BRACING 2x6 END NAILS @ EA. @ 6" O.C. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS f----- SEE CHART. W 2x4 BLOCKING (2) 12d -`--- 10d COMMON NAILS (1) A23 FROM 0 NAILS, TOENAILED @ @ 6" O.C. STRONGBACK TO X%%%1111111111LLI M rHING PER PLAN EACH END.AT 24" O.C. ROOF SHEATHING DIAGONAL J j ` 3 r' GABLE VERTICAL TO STUD) -STRUCT: TNT H TRUSS PER PLAN 2ND 2x4 BRACE IF 2x FASCIA w (2) 16d X REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=1'-0" 10d COMMON NAILS @ 8" O.C. 45° -CONT. 2x4 -2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART -GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART (5) 16d NAILS BRACE TO BLOCKING AF A PROVIDE 2x4 BRACE GABLE END TO EA. ADJ. DIAG. \ SHEATHING FASTEN FASTEN TO DIAG.w/ \ �, PER PLAN. 16d NAILS. FOR NAILING W 2x4 BLOCKING (2) 12d SIMPSON H1 OA DIAG. j (2)16d NAILS PLT. TO 0 NAILS, TOENAILED @ STRUCTURAL ENG CFG / BAD STUD TOP & BOTTOM X%%%1111111111LLI M rHING PER PLAN EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. J j ` 3 r' PER PLAN TO STUD) -STRUCT: TNT H TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d W HEADER PER PLAN; SEE HEADER INTO BLOCKING, (4) 8d END NAILS @ EA. E O.H. IS > V-0", 2x4 #2 SYP P.T. END GABLE w/ XNAILS INTO TOP PLATE OUTLOOKER � BLOCKING @ 24" O.C. (2) 16d TOE NAILS 'It O DMMON TRUSS SIMPSON H2.5(TYP.) 06 W/(2)12d END NAILS BRACE TO LEDGER ~ CIL ECT TO DROP z HOLD WALL 3-1/2" WITH H2.5 CLIP. @EACH END z DOWN FOR w W DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF NAILS @ EACH WEB SP4 CONNECTORS @ E 24" O.C. 0 O REQ'D. MIN (1) JACK & (9 END Z 24"o.c. IF HEADER WITH Z FHING FASTEN EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. LAN m TRUSS PER PLAN UPLIFT SPAN 4'-6" ORQ W E AS REQ'D Q ATTACH PER PLAN LSTA18 HEADER TO • MORE. CL O FROM TOP OF WALL STUDS TYP. BASE 0 • LU w TO BOTTOM CONNECTION U vi • I 2x DOWNFRAME TO SCHED. 2x8 #2 SPF STUDS AT SHEATHING PER PLAN Ly F DOOR AS REQ'D 16" O.C. 1/2" x 8" J -BOLT @ 32" = DTC CLIP, (2) 8d NAILS Z Z 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 PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN e' p' IN CMU. OR SIMPSON W ANCHOR BOLT OR SIDE OF EA. STUD. META16 a I 1 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END NDCMU SEE WALL SP WALLSPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING V /— 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. �= FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW r FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. I TRUSS PER PLAN "'"IIPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE USS PER PLAN �-- 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 AT 24" O.C. LAY 2x4 BLOCKING WALL SHEATHING PER OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN i ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION a@ CMU WALL NON-BEARING WALL CLIP DETAIL GABLE BRACING @ 48" PROVIDE 2x BLOCKING U) "` n O.C. MAX. 45° FROM FOR NAILING „ LL1 Q a� -� HORIZONTAL (+/- 10°) OC : r ` wo. .. W Q❑ BRACE NOT REQUIRED Z iR 6' FROM EAVES. �® Q O TRUSS PER PLAN �,�$> �®� m _j SEE PLAN FOR O �r�llrll# 11 SUPPORT AND TIE _j DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS p @ 48" O.C. FOR FIRST 3 w BAYS SEE GABLE WALL PER PLAN -" J CONNECTION DETAIL (FRAME WALL SHOWN; o- 90� Ce)FOR REQ'D 04 MAY ALSO BE pb CONNECTIONS MASONRY) U f r ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q ...... o �.... a _LL o' Z I GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" o.. LU (2) 2x TOP PLATE W U SIMPSON H1 OA DIAG. j 0 a STRUCTURAL ENG CFG / BAD TO BLOCKING W LL X%%%1111111111LLI M rHING PER PLAN O .J J j ` 3 r' IX -STRUCT: TNT H ��U DIn�C Q -- QC CHECK ** Z W HEADER PER PLAN; SEE HEADER ❑ VALLEY TRUSSES PER E O.H. IS > V-0", END GABLE w/ W L DOKERS @ 24" � Z 0 RUN BACK TO 'It O DMMON TRUSS N 06 (3) 12d TOENAILS. ~ CIL ECT TO DROP z U_W WITH H2.5 CLIP. z -0" O.H. w W O 2x4 LOW SP4 CONNECTORS @ E 24" O.C. 0 O (9 END Z 24"o.c. IF HEADER WITH GABLE TRUSS FHING FASTEN LAN m UPLIFT SPAN 4'-6" ORQ W E AS REQ'D Q � • MORE. GABLE BRACING @ 48" PROVIDE 2x BLOCKING U) "` n O.C. MAX. 45° FROM FOR NAILING „ LL1 Q a� -� HORIZONTAL (+/- 10°) OC : r ` wo. .. W Q❑ BRACE NOT REQUIRED Z iR 6' FROM EAVES. �® Q O TRUSS PER PLAN �,�$> �®� m _j SEE PLAN FOR O �r�llrll# 11 SUPPORT AND TIE _j DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS p @ 48" O.C. FOR FIRST 3 w BAYS SEE GABLE WALL PER PLAN -" J CONNECTION DETAIL (FRAME WALL SHOWN; o- 90� Ce)FOR REQ'D 04 MAY ALSO BE pb CONNECTIONS MASONRY) U f r ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q ...... o �.... a _LL o' Z I GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" o.. LU (2) 2x TOP PLATE W U SIMPSON H1 OA DIAG. j 0 Z) STRUCTURAL ENG CFG / BAD TO BLOCKING W LL X%%%1111111111LLI M 8d NAILS @ 4" O.C. CONY. FRAME OR O .J O j ` 3 r' IX -STRUCT: TNT ��U DIn�C Q GABLE BRACING @ 48" PROVIDE 2x BLOCKING U) "` n O.C. MAX. 45° FROM FOR NAILING „ LL1 Q a� -� HORIZONTAL (+/- 10°) OC : r ` wo. .. W Q❑ BRACE NOT REQUIRED Z iR 6' FROM EAVES. �® Q O TRUSS PER PLAN �,�$> �®� m _j SEE PLAN FOR O �r�llrll# 11 SUPPORT AND TIE _j DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS p @ 48" O.C. FOR FIRST 3 w BAYS SEE GABLE WALL PER PLAN -" J CONNECTION DETAIL (FRAME WALL SHOWN; o- 90� Ce)FOR REQ'D 04 MAY ALSO BE pb CONNECTIONS MASONRY) U f r ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q ...... o �.... a _LL o' Z I GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" o.. LU (2) 2x TOP PLATE H JOB No. TM - 2152439 Z--- --- _.. - :v W SCALE - - ❑ AS INDICATED U) DATE: 06/29/2016 Y+ted W 0 TYPICAL HEADER DETAIL NOT USED # 1 6_ 1 9 2 2 I- 1/2"=1'-0""=1'-0" I � 1/2"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of .MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. SD3 W U 0 Z) STRUCTURAL ENG CFG / BAD SEE GE01/SD3 FOR OUTLOOKE_R OR 8d NAILS @ 4" O.C. CONY. FRAME OR O .J W IX -STRUCT: TNT ��U DIn�C Q -- QC CHECK ** HEADER PER PLAN; SEE HEADER SHEATHING CANTILEVER VALLEY TRUSSES PER ❑ p PLAN 06 SCHEDULE & NOTES U_W z FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ O -I 24"o.c. IF HEADER WITH GABLE TRUSS CA UPLIFT SPAN 4'-6" ORQ • MORE. EXT. SHEATHING; O ���// 0 • ATTACH PER NAILING w LL U vi • I 2x DOWNFRAME TO SCHED. W Ly F DOOR AS REQ'D (2) 16d NAILS TO EA. = W Z Z COMMON TRUSS I- J O W a I 1 W � SIMPSON META16 @ Q W V 1/2" THREADED ROD 32" O.C. GABLE TRUSS TO MASONRY. AT MAIN SPAN ROOF ❑ W _ I EA. SIDE OF HEADER WOOD WALL TRUSS O (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR Q I PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) Z STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ❑w ONLY REQ'D @ BRG FOR WOOD OR U) WALL W/UPLIFTMASONRY 0- GEO GABLE END AT VALLEY FRAMING z 1, V 3/4"=1'-0" Q Z °0 Jr. 11 HEADER STUDS PER 1.- HEADER SCHEDULE Z r U.N.O. ON PLANS zJ 0 F- OCJ 0Uj I ATTACH JAMB STUDS OA00 Q a Y Fti7 R PER WF08/SD4 0 1 "IV 0 00 0 3 N m 10Jz z W >- a 0 O P.T BASE PLATE w O�- ❑ry U) n - H JOB No. TM - 2152439 Z--- --- _.. - :v W SCALE - - ❑ AS INDICATED U) DATE: 06/29/2016 Y+ted W 0 TYPICAL HEADER DETAIL NOT USED # 1 6_ 1 9 2 2 I- 1/2"=1'-0""=1'-0" I � 1/2"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of .MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. SD3 W Z) STRUCTURAL ENG CFG / BAD O DRAFTING: IX -STRUCT: TNT ��U DIn�C Q -- QC CHECK ** H JOB No. TM - 2152439 Z--- --- _.. - :v W SCALE - - ❑ AS INDICATED U) DATE: 06/29/2016 Y+ted W 0 TYPICAL HEADER DETAIL NOT USED # 1 6_ 1 9 2 2 I- 1/2"=1'-0""=1'-0" I � 1/2"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of .MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. SD3 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ PENETRATION OF 2 ROWS 10d @ 3" O.C. MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS MSN ATTACH 2x STUDS TO I TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR - DOUBLE 2x4 TOP - -rl -11LL PLATE SIMPSON Lb]AM W/ - PROVIDE 2x4 ON TOP U) 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 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 o z z LU W 1 1/2" w N CV - e_- N N N N 10d x 3" COMMC OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U O Q ATTACH 2x STUDS TO CONDITIONS w NAIL BOTTOM PLATE z I I a- TOP PLATE W/ (4) 16d TO CORNER STUD (L00 PACK W/ (4) 10d NAILS U) NAILS ((2) ON EA. SIDE) 2x8 STUDS PER TYP. AT ALL EXTERIOR FRAMING PLAN 00 10d x 3" COMMON CONDITIONS TOP SPLICE OPP. SIDE BOTTOM SPLICE OVER STUD DOUBTOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's PLATE () 2xs TOP TOP PLATE TRANSITION 2 2x COLUMN PLATE f0 TYPICAL TOP PLATE SPLICE @ BRG. WALL AFO TYPICAL BUILT-UP STUD COLUMN DETAIL 3/4"=1'-0" 1-1/2"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN BEYONDINSTALLED VERTICALLY. 1D NAIL AT BASE USING (2) ROWS OF 8d NAILS @ 3" O.C. U- z 2 — — 6 — — FF �1 — — T — I I- w ? _ 20 NOACIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" oI A' =NAIL SPACING OVF 90 01" S II I I II II II o ¢ LL i 2.1'<F�<,9A TO ROOF SHEATHING, 21 /0 LU w w F- cn NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A NC T FASTEN PER PLAN FN T II I I _ II _ II _ II_ a � °z = @ 3„ O.C. 1/2„ TyoR�ss �ss — 0 W ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. — a o C O,y oTyoP III III II II I WALL SHEATHING = U.N.O. ON PLANS SPLICE, SEE SPLICE III III II II I DETAIL. MAX 1/8" g U5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" III OPENING III II II II SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. 4 w I- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS III III I I PANELS z U) © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" III 3 I I I I I I I HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I II II p BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS III AROUND III I I I I I I 2x STUDS BEYOND, O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. OR III II II I I SEE PLAN FOR MORE W U_ VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES 2 1/2" EDGE 3 z j i D b z L L a U a EDGE DISTANCE PER VVIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT III O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA INFO z III�- - -rl -11LL III I I I I I SIMPSON Lb]AM W/ W= U) IIII BLOCKING @ 24" O.C. (2) 1/4" X 4'/" SIMPS.-7 ROOF TRUSS - SEE NAILING SCHEDULE & CMU WALL PER PLAN LEDGER I I II PT POST PER PLAN (2) 8d TOE NAILS U)Q 1/4" x 4" TAPCONS @ FRAMING PLAN FOR NAIL AS SHOWN (5) 10d PER PLAN CORNER CONDITIONS z 0 TO MASONRY w/ 2x4 PT STAGGERED 2x4 PT LEDGER W/ SPACING JU_ o NAILING PER i�L 'LAN FOR 1/4" x4" TAPCONS @ 12" WALL PER Cm NAILS @ 16" O.C. -1L�11®___J_L____IL� — NAIL PER PLAN TALLER STUD) cn O O 2x6 #2 SYP P.T. CONT. PLAN FLOOR SYSTEM ( w/ (2) 1/4" x 3 1/2" SEE ELEV. FOR U_ `� LL SEE ELEV. FOR CUT TO FIT 2x BOTTOM PLATE SEE FOUNDATION O.H. SIZE PLAN FOR ADDITIONAL OPENING SIZE 1 BEYOND SEE PLAN 01 CONDITION @ CMU WALL CONDITION @ FRAME WALL SHEATHING DIAGRAM PLAN FOR STUD SIZE & v F1 EXTERIOR SHEATHING SCHEDULE 2x8 w/ (2) 10d NAILS @ 3/4"=1'-0" BLOCKING LX1 L Wl IUa A 3" NAI U) GYPSUM WALLBOARD SIMPSON Lb]AM W/ (2) 8d TOE NAILS TO @ 6" O.C. 2x12 AT BEAM INTO LONG SPAN AS INDICATED ON BEAM BLOCKING @ 24" O.C. (2) 1/4" X 4'/" SIMPS.-7 ROOF TRUSS - SEE NAILING SCHEDULE & CMU WALL PER PLAN LEDGER TRUSS CONNECTION PT POST PER PLAN (2) 8d TOE NAILS JOINT, MAX. 1/8 GAP 1/4" x 4" TAPCONS @ FRAMING PLAN FOR NAIL AS SHOWN (5) 10d PER PLAN CORNER CONDITIONS TO LEDGER NAILS PER PLY TO MASONRY w/ 2x4 PT STAGGERED 2x4 PT LEDGER W/ SPACING x 2 3/4" TAPCONS @12" 2x4 LEDGER W/ (2) 16d NAILING PER HTS20 CLIP FROM 'LAN FOR 1/4" x4" TAPCONS @ 12" WALL PER PLAN VIEW @TOP OF POST NAILS @ 16" O.C. SCHEDULE NAIL PER PLAN TALLER STUD) O.C. PLAN 2x6 #2 SYP P.T. CONT. PLAN 2x4 BLOCKING PLACED w/ (2) 1/4" x 3 1/2" SEE ELEV. FOR * SEE ELEV. FOR FLATWISE (2) 16d .p SEE FOUNDATION O.H. SIZE PLAN FOR ADDITIONAL O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN 2 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR O BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS �— CONNECTION CONNECTION Fnrrw Gnln PRE-ENGINEERED7� LX1 L Wl IUa A 3" NAI U) / SIMPSON Lb]AM W/ 2x4 SYP #2 LEDGER. @ 6" O.C. 2x12 AT BEAM INTO LONG SPAN AS INDICATED ON BEAM BLOCKING @ 24" O.C. (2) 1/4" X 4'/" SIMPS.-7 ROOF TRUSS - SEE NAILING SCHEDULE & STRAP IS NOT REQUIRED. (22) 10d NAILS (ALL z PT POST PER PLAN LAP BEAM PLYS AND — 1/4" x 4" TAPCONS @ FRAMING PLAN FOR NAIL AS SHOWN (5) 10d SDS SCREWS @ 16" CORNER CONDITIONS a NAILS PER PLY TO MASONRY w/ 2x4 PT STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL SPACING x 2 3/4" TAPCONS @12" EXTERIOR SHEATHING STRAP AROUND HTS20 CLIP FROM 'LAN FOR POST TO BEAM TRUSS LINTELS PLAN VIEW @TOP OF POST SEE PLAN FOR SLOPE AS REQ'D LINTEL PER PLAN i i NAIL PER PLAN TALLER STUD) W 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. PLAN CONNECTION w/ (2) 1/4" x 3 1/2" 5/8" THREADED ROD W/ * ' 0,' NUT SET IN ADHESIVE .p SEE FOUNDATION 2x BRG WALL, SEE PLAN FOR ADDITIONAL _L` INFO SIDE VIEW @ BASE OF POST VERTICALLY VERTICALLY PLAN FOR STUD SIZE & v 2x6 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x ]IT POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD _ ATTACHMENT BY VERTICAL SEE UNDER GIRDER TRUSS BUILDER BUILDER BUILDER S01 HEADER @ POCKET SLIDER w/ TRANSOMS02 MOI 2x BLOCKING SIMPSON LSTA24 EACH I (2) 2x TOP PLATE STUD ATTACH 2x TO 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS SPACING. MIN (2) 2x STAGGERED @ 8" O.C. UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION VVFl SECTION n DOUBLE BEARING F1 STEP a- BEARING FRAME WALL 3/4"=1'-0" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 41/2" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD: SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS AT 12 12" O.C. SEE PLAN SIMPSON H3 CLIP ETAIL LX1 L Wl IUa A 3" NAI U) C9: L4 V. k.. W/ r -A I . CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x4 SYP #2 LEDGER. @ 6" O.C. 2x12 AT BEAM INTO LONG SPAN AS INDICATED ON BEAM BLOCKING @ 24" O.C. (2) 1/4" X 4'/" SIMPS.-7 SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN NAILING SCHEDULE & STRAP IS NOT REQUIRED. — EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND — 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS NAIL AS SHOWN (5) 10d SDS SCREWS @ 16" 16" O.C. MAX. TRUSS w/ (4) 12d NAILS2x8 w/ (2) 10d NAILS @ NAILS PER PLY TO MASONRY w/ 2x4 PT STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x a x 2 3/4" TAPCONS @12" TRANSOM BETWEEN EXT. BEAM PER PLAN HTS20 CLIP FROM 'LAN FOR POST TO BEAM TRUSS LINTELS PLAN VIEW @TOP OF POST VALE INFO SLOPE AS REQ'D LINTEL PER PLAN i i PT POST PER PLAN LINTEL PER PLAN ABU POST BASE PER 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. PLAN w/ (2) 1/4" x 3 1/2" 5/8" THREADED ROD W/ * ' 0,' NUT SET IN ADHESIVE .p SEE FOUNDATION PLAN FOR ADDITIONAL _L` INFO SIDE VIEW @ BASE OF POST VERTICALLY VERTICALLY 3/4"=1'-0" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 41/2" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD: SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS AT 12 12" O.C. SEE PLAN SIMPSON H3 CLIP ETAIL LX1 L Wl IUa A 3" NAI U) C9: L4 V. k.. W/ r -A I . 4X4 FFG Jrr 2x4 SYP #2 LEDGER. @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. (2) 1/4" X 4'/" SIMPS.-7 WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS — LINTEL w/ (2)ROWS OF * ** * * AILS EACH EACH END — 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS 4'-0" MAX. SDS SCREWS @ 16" 16" O.C. MAX. TRUSS w/ (4) 12d NAILS2x8 w/ (2) 10d NAILS @ COMMUNITY SPECS TO MASONRY w/ 2x4 PT STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x a x 2 3/4" TAPCONS @12" TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL 'LAN FOR i LINTELS TRUSS LINTELS FOR MORE INFO e ; VALE INFO SLOPE AS REQ'D LINTEL PER PLAN i i LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN r 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •a w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" * TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. _ SPACED EVENLY SPACED EVENLY VERTICALLY VERTICALLY v 2x6 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD _ ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY BUILDER BUILDER BUILDER S01 HEADER @ POCKET SLIDER w/ TRANSOMS02 HEADER @ POCKET SLIDER w/ TRANSOMS03 HEADER @ POCKET SLIDER 3/4"=1'-0" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 41/2" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD: SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS AT 12 12" O.C. SEE PLAN SIMPSON H3 CLIP ETAIL - L 16d COMMON NAILS SHEATHING PER PLAN 2x4 SYP #2 LEDGER. EA. STUD OR TRUSS TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/" SIMPS.-7 FRAMED SDS SCREWS @ 16" MEMBERS ONLY MEMBERS O.C. MAX.; (4) 12d NAILS EACH USE (2) 1/4" TAPCONS TO GABLE END STUD'S W I..IQ..1 W/ MIN. 2" EMBED. @ C 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 O SHINGLE ONLY JI J O > Q0= CDO CORNER COLUMN FRAMING r01 TYPICAL SHED ROOF D 1/2"=1'-0" 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=V-01' I % 1 /2"=1'-0.. 10dx3" 10d x 3" OPP. SIDE kNCE PER W Q U U 0 U ROOF SHEATHING, FASTEN PER PLAN 0 U 3 F- C 2x4 #2 SYP CONT. w/ (2) r 0 U 0 WOOD/MASONRY WALL OR TRUSS, SEE U PLAN (TRUSS SHOWN) C LEDGER A- LOW ROOF 1-1/2"=1'-0" C L 0 N C F� C G L C C F SEE TRUSS PLAN FOR �{ ROOF SHEATHINGUNDER E OF C MORE INFO & 41 * * CONNECTION - L 16d COMMON NAILS C F EA. STUD OR TRUSS 2x8 #2 SPF VERTICAL E aP MEMBER, TYP. (MAX. u LINTEL PER PLAN SHEATHING PER L o r� r q 4, 24" O.C.). IF MASONRY, JI (4) 12d NAILS EACH USE (2) 1/4" TAPCONS TRUSS MEMBER (TOP C W I..IQ..1 W/ MIN. 2" EMBED. @ C AND BOTTOM CHORDS •� 24" O.C. 0 ALONG W/ WEBBING) C C ar � Q 0 0 TRUSS PER PLAN r 0 U 0 WOOD/MASONRY WALL OR TRUSS, SEE U PLAN (TRUSS SHOWN) C LEDGER A- LOW ROOF 1-1/2"=1'-0" C L 0 N C F� C G L C C F SEE TRUSS PLAN FOR �{ ROOF SHEATHINGUNDER E OF C MORE INFO & 41 * * CONNECTION - L + + 11 ++ 7 C F d Y 0O z 2x8 #2 SPF VERTICAL E aP @ 24" O.C. w/ EXT. = LINTEL PER PLAN SHEATHING PER L o r� r q 4, NAILING SCHEDULE & JI (4) 12d NAILS EACH w r. ®�ti`o TRUSS MEMBER (TOP C W I..IQ..1 AND BOTTOM CHORDS •� _ ALONG W/ WEBBING) C �- 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL L ATTACHMENT BY BUILDER C C SO4 HEADER @ POCKET SLIDER 1/2"=1'-0" I c 3/4"=1'-0" 1/2"=V-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. _ X11 i .1 o�o�t�0i'►rars rn CO C ` ��• . Nrrrrr•e�✓//o%� ,, �1! "% d Y 0O z > aP tl�1 U_ X's Tt .J _j = U_ o r� r q 4, C] Ll100 JI � w r. ®�ti`o O LLm W I..IQ..1 0 Z� •� _ � ar � Q 0 0 as J - W J W Z N Q�~ Z O 1— JI J O > Q0= wo CC M r V W ] W * z _ JI v ) i JI IIIJI� C D STRUCTURAL ENG: CFG / BAD U W ) DRAFTING: D 06 0 � j W I..IQ..1 0 Z� •� _ � ar � Q 0 0 as J - W J W Z N Q�~ Z AS INDICATED 1— W O > Q0= O 0 CO 0 r V W ] W ) W JI IIIJI� 0 N N LJ0 LI C D STRUCTURAL ENG: CFG / BAD z ) DRAFTING: D 0 � L r 11 QC CHECK: L C Z 0�� � 00000 LO 0 , E_....-._. -- _ __..._-- ------- N W AS INDICATED W O > Q0= L� Q CO 0 *.-. 0 N N LJ0 LI C D STRUCTURAL ENG: CFG / BAD ) DRAFTING: D C-STRUCT: TNT QC CHECK: L JOB No TM 2152439 E_....-._. -- _ __..._-- ------- U SCALE. AS INDICATED DATE: 06/29/2016 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 SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING � i UN.O.t 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 d , LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS �--— EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY PLAN r FIN. FLR. = = -7-017— GRAD•� DBL. TOP PLATE :I�7:A;1A:A%IW1► 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: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS - SEE JOR SIM IS PROVIDED NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR `-- TRUSS PER PLAN 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 �/ LL 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 (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 PER NAILING ATTACH 2x STUDS W/ BARRIER (FELT PAPER SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.G. (4) 2x STUDS OR SIM IS PROVIDED MASONRY ATTACHED IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN 1/8" GAP BETWEEN STANDARD CORNER A -A FRAMINGPLAN 2nd FLR STUDS TO BEAR ON FOR FLOOR SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER I BELOW JAMBS FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ D ON EITHER SIDE OF WALL. IF WF02/ STOPPING AT 1000 SQ PLAN SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALLfiS4TYPICAL TWO STORY COL. @ GIRDER A—s-o"k2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 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 BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 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 TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/(MAX) 2x BLOCKING FOR (2) 12d @ 12" AGAINST TRUSS O.C.2) 12d @ 12" O.C.BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. . (2ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOORTOENAILS EA. END 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD : 7 2x SYP #2 RIBBON2x4) TO TRUSSw/ (MIN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 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(2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN 'd CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL I SHEATHING TO EA. IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER • r. 3" O.C. WALL MASONRY WALL PER • r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SHEATHING & CMUP.T.IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER Ilsss 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 CONNECTIONS " JOR SIM IS PROVIDED SCHEDULE IOR SIM) IS PROVIDED `-- TRUSS PER PLAN Q TYPICAL TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiSl CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION SIMPSON MSTAM36 �/ LL DOUBLE 2x TOP PLATE O F_ oda 016 DOUBLE 2x TOP PLATE Z SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER o FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING U 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d Z SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER 0Iss- ATTACHED PER Fu <Z stiFFr x1-1/2 @ 24 O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE � r NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON I.STA30 USE SIMPSON Z 0 - STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ v/ n WLO ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 " 0 1 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. 04 " U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO O J Z 3", THEN RUN DOWN 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP WQ O �... FACE OF JAMB STUDS/ HEADER -SEE 2ND FACE OF JAMB STUDS/ SYSTEM IF NO FLOOR (IF TITENS ARE NOT IN j HEADER CL FLOOR PLAN FOR MIN. HEADER SYSTEM INSTALL LINTEL COURSE OR > STRUCTURAL ENG: CFG / BAD EXTERIOR SHEATHING DRAFTING: HEADER SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE : -STRUCT: TNT (1) SIMPSON LSTA30 FROM TOP OF WALL QC CHECK: JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4"TITENS) " SCALE: STRAP W/ (11) 10d TO AS INDICATED FLOOR TRUSS SEE TO BOT. RIBBON, NAIL DATE: 06/29/2016 EXTERIOR SHEATHING UNDER COLUMN U.N.O."� �: \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN SD5 FROM TOP OF WALL ABOVE PLAN U.N.O. CONNECTION INFO.. IF HEADER IS UPSET TO BOT. RIBBON, NAIL PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO STUD PACK w/ 10d TOENAILS. EXT. NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IF NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. ATTACH SILL 10d LESS THAN 4FT:(1) 2x BARRIER (FELT PAPER w/ (2) SILL PLATE w/ (2) 10d OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW BUILT-UP COLUMN 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS INFO. SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF " SEPARATE SHEATHING TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G 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 COL; SEE BRG WALL/ FLOOR w/ (14) 10d : CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS 2 -STORY WALL NAILS ` (2) SIMPSON LSTA18 1/4" TITENS INSTEAD. N THAN 6' SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN INFO. (2) SIMPSON META16 FLOOR TRUSS TO FLOOR W/ (14) 10d LINTEL COURSE OR " 2x TOP & BOT. SIMPSON LSTA30 w/ — REFER TO FOUNDATION PLAN MASONRY WALL NAILS INTO FILLED CELL USE 1/4" X 1 3/4" TITENS) `; RIBBONS, CONT. (11) 10d TO STUDS 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 PER NAILING ATTACH 2x STUDS W/ BARRIER (FELT PAPER SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.G. (4) 2x STUDS OR SIM IS PROVIDED MASONRY ATTACHED IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN 1/8" GAP BETWEEN STANDARD CORNER A -A FRAMINGPLAN 2nd FLR STUDS TO BEAR ON FOR FLOOR SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER I BELOW JAMBS FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ D ON EITHER SIDE OF WALL. IF WF02/ STOPPING AT 1000 SQ PLAN SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALLfiS4TYPICAL TWO STORY COL. @ GIRDER A—s-o"k2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 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 BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 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 TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/(MAX) 2x BLOCKING FOR (2) 12d @ 12" AGAINST TRUSS O.C.2) 12d @ 12" O.C.BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. . (2ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOORTOENAILS EA. END 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD : 7 2x SYP #2 RIBBON2x4) TO TRUSSw/ (MIN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 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(2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN 'd CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL I SHEATHING TO EA. IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER • r. 3" O.C. WALL MASONRY WALL PER • r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SHEATHING & CMUP.T.IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER Ilsss 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 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 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 g � SEE ARCH DWGS FOR W TOPPING INFO IL 3/4" PLYWOOD FLOOR SLOPE CONTRACTOR TO • ,,�; PROVIDE ADEQUATE •+ WATERPROOFING. NO 'I. CONCRTE SLAB �• PERMITTED 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 I 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" .rte DFr W Q — SOLID SHEATHING @ p HEADER to — SIMPSON SP4 w/ (6) 10d W x1-1/2" @ 24" O.C. (USE z SP6 @ 2x6 STUDS & 'a O SP8 @ 2x8 STUDS) N I-- - (2) 2x SPF TOP PLATE O U.N.O. ON PLAN 0 HEADER - SEE 2ND W FLOOR PLAN FOR MIN. N W HEADER SIZE & REQ'D Lo JAMB STUDS W O U Z IF HEADER IS UPSET AND WINDOW IS m W LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x W 0) SILL PLATE w/ (2) 10d O s®1�►111111ao��a TOENAILS. OPENING ` * �,J� ��s® LLi 00 LARGER THAN 4FT: (2) '•••.• j// Z 2x SILL PLATE w/ A35 % i CLIPS EACH SIDE w/ 2x ,; ;°' 011 cL�� Q U _ °z •a �D CRIPPLES 16" O.C. " w/ (2) 10d TOENAILS= "" 0 o', ¢ „ W 0 T&B (PLYWOOD zvy �� : "�OC SHEATHING REQ'D j °• �� �a >- O O 11111//1 J .. Q O ii 0}ww T O a) �7 Q Q r r 6 Q 0 SEE FRAMING PLAN o FOR FLOOR W ° � m CONNECTION z Z h,U FLOOR GRIDER ORLL BEAM O 0 Q Z O HEADER CONNECTION @ 2nd FLOOR HIGH BM o F01 TYPICAL BALCONY FRAMING NOT USED 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 3/4"=1'-0" OR SIM IS PROVIDED KNEEWALL JOR SIM IS PROVIDED SCHEDULE IOR SIM) IS PROVIDED `-- TRUSS PER PLAN Q TYPICAL TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiSl CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 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 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 g � SEE ARCH DWGS FOR W TOPPING INFO IL 3/4" PLYWOOD FLOOR SLOPE CONTRACTOR TO • ,,�; PROVIDE ADEQUATE •+ WATERPROOFING. NO 'I. CONCRTE SLAB �• PERMITTED 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 I 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" .rte DFr W Q — SOLID SHEATHING @ p HEADER to — SIMPSON SP4 w/ (6) 10d W x1-1/2" @ 24" O.C. (USE z SP6 @ 2x6 STUDS & 'a O SP8 @ 2x8 STUDS) N I-- - (2) 2x SPF TOP PLATE O U.N.O. ON PLAN 0 HEADER - SEE 2ND W FLOOR PLAN FOR MIN. N W HEADER SIZE & REQ'D Lo JAMB STUDS W O U Z IF HEADER IS UPSET AND WINDOW IS m W LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x W 0) SILL PLATE w/ (2) 10d O s®1�►111111ao��a TOENAILS. OPENING ` * �,J� ��s® LLi 00 LARGER THAN 4FT: (2) '•••.• j// Z 2x SILL PLATE w/ A35 % i CLIPS EACH SIDE w/ 2x ,; ;°' 011 cL�� Q U _ °z •a �D CRIPPLES 16" O.C. " w/ (2) 10d TOENAILS= "" 0 o', ¢ „ W 0 T&B (PLYWOOD zvy �� : "�OC SHEATHING REQ'D j °• �� �a >- O O 11111//1 J .. Q O ii 0}ww T O a) �7 Q Q r r 6 Q 0 SEE FRAMING PLAN o FOR FLOOR W ° � m CONNECTION z Z h,U FLOOR GRIDER ORLL BEAM O 0 Q Z O HEADER CONNECTION @ 2nd FLOOR HIGH BM o F01 TYPICAL BALCONY FRAMING NOT USED 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 3/4"=1'-0" i Z Q W 06 Cr J �/ LL O F_ oda 016 - W Z : J O i ~ W i W F— U) ) o U Z 0Iss- 11 � � r Z 0 - 0,A v/ n WLO Q 0 1 0000 04 m ) � O J Z WQ O �... i O IH2H j CL > STRUCTURAL ENG: CFG / BAD DRAFTING: : -STRUCT: TNT QC CHECK: - JOB No. TM- 2152439 SCALE: AS INDICATED DATE: 06/29/2016 SD5 CLIPS @ 24 O.C.) SECTION @RAISED HEEL TRUSS fis1 SECTION @ COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4")( 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/2"=1,-0" v i ncr\o r -A I CKIUK Orlr_A 1 I-II FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER PLAN NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILII TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) %4'x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U: RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ I TRUSS TRUSS SHOP R PLAN IDRAWINGS� 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER s6d NAILS) G.T. USE (4) D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 2x BRG WALL W/ 2x BRG WALL W/ EXTERIOR SHEATHING —` PLATES U.N.O. SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 O1/2" A SCHEDULE ON FLOOR PLANS FOR SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) ATTACH PER NAILING OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE PLATE ATTACH PER 2x8 #2 SYP P.T. SILL USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE ANCHOR BOLT OR EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI EMBED. @ 32" O.C. & 3" ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d B KINGS # OF STUDS TO MATCH SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4" SHEATHING TO TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF PLATE 1 1/4" (MIN.) 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER CONT. #5 IN TIE BEAM 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN EXT. FINISH PER 2x6 #2 SYP CONT. 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A DIAGONAL AS SHOWN. 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL RECESS LEDGER INTO ATTACHED PER (2) 2x4 #2 SYP PLAN N I � ITRUSS. VERIFY W/ H NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING w/ SIMPSON 1 TRUSS SHOP BLOCKING w/ SIMPSON HUC24-2 EACH END, (DRAWINGS I_ HUC24-2 EACH END, USE (4) 10d & (2) 10d � USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN SHEATHING TO P NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY 1 OPT. TRUSS RECESS WINDOW JAMBS USE AT MA.E. SIDE OF 11 (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR D04 LEDGER @ LOW ROOF LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF Z CONNECTIONS TRUSS IS CONT. BRG 6" O.C. MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) ) MASONRY WALL F OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN to 0Ln 000 CLIPS @ 24 O.C.) SECTION @RAISED HEEL TRUSS fis1 SECTION @ COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4")( 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/2"=1,-0" v i ncr\o r -A I CKIUK Orlr_A 1 I-II FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER PLAN NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILII TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) %4'x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U: RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ I TRUSS TRUSS SHOP R PLAN IDRAWINGS� 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER s6d NAILS) G.T. USE (4) D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v ARCHS EXTERIOR SHEATHING —` PLATES U.N.O. PLAN FOR MORE INFO. AT OPENING LARGER THAN 4'-2" ATTACH TOP FROM TOP OF WALL O1/2" A SCHEDULE ON FLOOR PLANS FOR BETWEEN STUDS W/ SHEATHING PER PLAN TO BOTTOM OF SILL ATTACH PER NAILING EACH END SCHEDULE PLATE ATTACH PER 2x8 #2 SYP P.T. SILL V PLATE w/ 1/2" EPDXY NAILING SCHEDULE ANCHOR BOLT OR Q J -BOLT W/ MIN. 7" ROOF SHEATHING EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ATTACH PER NAILING B KINGS # OF STUDS TO MATCH ISIMPSON H2.5 EA. TRUSS I SCHEDULE SHEATHING TO O.C. & 3" FROM EACH IPRE-ENGINEERED END PLATE 1 1/4" (MIN.) ° I TRUSS PER PLAN CONT. #5 IN TIE BEAM v/ FLOOR TRUSS DOES NOT ALIGN DIRECTLY A. EXT. FINISH PER 2x6 #2 SYP CONT. ARCHS am DIAGONAL AS SHOWN. LEDGER W/ (2) %"x3-1/2" S LUS26. USE 1 RECESS LEDGER INTO SDS WOOD SCREWS @ LUS526-2 26-2 FOR 2PLY N I � ITRUSS. VERIFY W/ H 16" O.C. MAX. & 3" I TRUSS 1 TRUSS SHOP FROM EA. END -USE (3) 1 (DRAWINGS I_ SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ � 1 MIN. (4) 16d NAILS TO SHEATHING TO P p EA. TRUSS, 24" O.C. 1 OPT. TRUSS RECESS LEDGER AT MA.E. SIDE OF 11 G TXU(SE (4)16d NAILS) 1"tootoo D04 LEDGER @ LOW ROOF ! 0 3/4"=1'-0" Z EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v ARCHS O.C. - SEE FRAMING PLATES U.N.O. PLAN FOR MORE INFO. AT OPENING LARGER THAN 4'-2" ATTACH TOP 2x4 BLOCKING O1/2" A SCHEDULE ON FLOOR PLANS FOR BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE o 2x8 #2 SYP P.T. SILL V PLATE w/ 1/2" EPDXY z r ANCHOR BOLT OR Q J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR B KINGS # OF STUDS TO MATCH J -BOLT W/ MIN. 7" FLOOR HEADER CONTACT EOR TO EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1 1x PT NAILER AS REQ'D 1 CONT. #5 IN TIE BEAM v/ FLOOR TRUSS DOES NOT ALIGN DIRECTLY A. EXT. FINISH PER o ARCHS am DIAGONAL AS SHOWN. F1 SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I 2x8 #2 SYP SILL PLATE W/2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN I & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO 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 OF�lBRACING @ 2 STORY FRAME WALL 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 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" i SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSONI SDS SCREW @ 16" O.C. (9l 9x RPF TC)P 2x4 BLOCKS, (2) 16d L I PLATES U.N.O. AT OPENING LARGER THAN 4'-2" ATTACH TOP c O1/2" A SCHEDULE ON FLOOR PLANS FOR W Q. PLATE TO HEADER WITH LSTA12 BENT OVER Ilei �) CY) NAILS @ EACH END. Q W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d o foot— W V . z r i Q (2) 2x HEADER IF PORTIONS OF THIS WALL t BLOCK ADJACENT 0 W o, B KINGS # OF STUDS TO MATCH CL Q FLOOR HEADER CONTACT EOR TO ,• U l' 1 _ U SEE FLOOR PLAN lad BAYS @ EACH 1 1 v/ FLOOR TRUSS DOES NOT ALIGN DIRECTLY 1 o FOR MORE INFO am DIAGONAL AS SHOWN. 1 SOLID BLCOKING WITHIN FLOOR SYSTEM 1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. N I � 1 1 FASTEN ROOF J F_ 1 1 SHEATHING TO P p 1 1 1 11 F— 1"tootoo BLOCKS W/ 8d NAILS @ W ! 0 Z O 6" O.C. O _j 2x STUDS SEE PLAN Y 0Ln 000 0 1 �N� STUDS ABOVE ARE 0 J LU Z OC W 1 D Qo= 1 1 TO ALIGN W/ST DS 1 X 1 STRUCTURAL 1 1 BELOW 1 (5) 16d NAILS BRACE ' z -STRUCT: TNT 1 QC CHECK: ** 1 1 ) SCALE: AS INDICATED 1 TO BLOCKING I 0 SD6 1 1 1 0 N B 1 1 PROVIDE 2x4 BRACE Z 0 - 1 1 TO EACH ADJACENT O W 1 1 DIAGONAL, FASTEN 1-— (.5 1 1 TO DIAGONAL W/ (2) W U) 1 2x SPF BASE 1 16d NAILS ui PLATE 1 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM TRUSSES PER PLAN W O 1 PLATES U.N.O. 1 1 1 1 U 1 1 1 1 1 1 (2) 2x HEADER 1 1 WALL BRACING @ 48" Z 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 O.C. MAX. 45° FROM STUDS ABOVE ARE TO B iALIGN HORIZONTAL (+/- 100) 1 BRACE NOT REQUIRED p=p W 1 1 ' 6' FROM EAVES. 0 w SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 r�rr rr.iur� rr.r rr� 1 rr. 1 A 1 o 0) O ��`y\tt1Illlll,A, 00 (no ui ° ��, O ®. ®° 4? J Z LL i Q V F-®® O Q 3: Uj .y m I PLATES U.N.O. AT OPENING LARGER THAN 4'-2" ATTACH TOP c O1/2" A SCHEDULE ON FLOOR PLANS FOR W Q. PLATE TO HEADER WITH LSTA12 BENT OVER Ilei �) CY) MORE INFO MAX 5" FROM KING STUD O7` W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d o foot— W V . z r i Q (2) 2x HEADER IF PORTIONS OF THIS WALL t SEE CHART FOR REQUIRED JACKS / i� W o, B KINGS # OF STUDS TO MATCH CL Q FLOOR HEADER CONTACT EOR TO ,• U l' 1 _ U SEE FLOOR PLAN lad 1 1 1 v/ FLOOR TRUSS DOES NOT ALIGN DIRECTLY 1 o FOR MORE INFO am 1 1 SOLID BLCOKING WITHIN FLOOR SYSTEM 1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. N I � 1 1 1 F_ 1 1 p 1 1 1 11 F— 1"tootoo ! 0 Z O O _j 2x STUDS SEE PLAN Y 0Ln 000 0 1 �N� STUDS ABOVE ARE 0 J LU Z OC 1 D Qo= 1 1 TO ALIGN W/ST DS 1 1 STRUCTURAL 1 1 BELOW 1 -STRUCT: TNT 1 QC CHECK: ** 1 1 ) SCALE: AS INDICATED 1 SD6 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE 1 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO B iALIGN W/ STUDS BELOW 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 r�rr rr.iur� rr.r rr� 1 rr. 1 A 1 F-®® O Q 3: Uj .y m I THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP c O1/2" A SCHEDULE ON FLOOR PLANS FOR W Q. PLATE TO HEADER WITH LSTA12 BENT OVER Ilei �) CY) MORE INFO MAX 5" FROM KING STUD O7` W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d o foot— W V . z r i Q IF PORTIONS OF THIS WALL t SEE CHART FOR REQUIRED JACKS / i� W o, B KINGS # OF STUDS TO MATCH CL Q FLOOR HEADER CONTACT EOR TO ,• U l' BETWEEN FLOORS _ U REVIEW THREADED ROD SPACING lad 0a U_� O Q�+, Q v/ FLOOR TRUSS DOES NOT ALIGN DIRECTLY o UNDER 2ND STORY COLUMNS, PROVIDE am Z 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 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP L O1/2" A SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD z W W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d I I foot— W NAILS INTO HEADER j i IF PORTIONS OF THIS WALL t SEE CHART FOR REQUIRED JACKS / i� IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. c B KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS (n REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO 0a BOTTOM OF FLOOR SYSTEM FLOOR TRUSS DOES NOT ALIGN DIRECTLY OIF UNDER 2ND STORY COLUMNS, PROVIDE ! Z SOLID BLCOKING WITHIN FLOOR SYSTEM 0 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. N 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. J i z W I I foot— W 0 6 i Z� i� _jW (n 0a Uj Z J 0 N I � i LU F_ p I 1 ) > V Z O 11 F— 1"tootoo ! 0 Z O O _j OC p Y 0Ln 000 0 1 �N� 0 J LU Z OC i U D Qo= > 0 F2F- STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK: ** = JOB No. ' TM - 2152439 ) SCALE: AS INDICATED DATE: 06/29/2016 1 SD6 BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER STANDARD (3) 2X12 JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING (2) PLY BEAM TOGETHER USING (L NAILS a O.C.oc RISE OF STEPS AND 2x8 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH (2) 2x12 @ 3" O.C. TOP AND MIN. (3) 2x SYP #2 STRINGERS W/ (1) 2x12 (1) 2x8 BOTTOM CHORD W -777777 I -JOIST PER FRAMING (3) 2x12 2x8 PLAN W/ SQUASH 11'-0" (2) 2x12 BLOCK OR 6'-0" (1) 2x12 (1) 2x8 STUDS REQ'D @ END SIMPSON A34 CLIP TO 4'-0" PER PLAN (3) 2x12 2x8 8'-0" 1014" PENDING LANDING 2x6 6'-0" HEIGHT AND PLAN 2x6 4'-0" OF LANDING W/ MIN. (6) FLOOR SYSTEM (3) 2x12 WITHIN SUPPORT 9'-0" (2) 2x12 WALL COULD BE 7'-p" g_p REQUIRED, SEE PLAN 2x12 STRINGERS ONE 5'-0" FOR REQUIRED ON EACH SIDE AND 16d NAILS FROM HEADER AND ONE @ MID-SPAN/�F A O SUPPORT A T -p" 8'_011 INFORMATION. A34 @ EA. STRINGER 5'-0" TO LANDING (3) 2x12 2x12 LEDGER TO STUD (2) 2x12 2x JOIST (P.T. IF STRINGER I I I T-0" ATTACHING TO IIII " 5'-0"(1) MASONRY WALL)CONT 6-0" (2) 2x12 LEDGER w/ (3) 16d 2x12 STRINGERS ONEIIII IIII (1) 2x12 (1) 2x8 PACK ON EACH SIDE AND IIII MAX. 4'-0" ABOVE FLOOR TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN III I / 2x8 x 3 1/2" TITENS @ 16" IIII / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION IIII SCHEDULE @ END OF — LANDING FOR STUDS W/ (2) 16d TOE STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER LINE UP 2xJOIST IN BELOW. Z TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN @ 24" O.C. 2x4 SILL PLATE W/ (2) HEIGHT OF LANDING GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, LINE WITH MIDDLE w �- 2x6 VERTICAL @ 6'-0" 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U STANDARD (3) 2X12 2x12 STRINGER TO BE 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 STRINGERS W/ UTILIZED AS BLOCKING L OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) Z SIMPSON A35 / A34 HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). p w KNEEWALL CLIP TO FLOOR NOTCH SILL AND z 0 SYSTEM & LANDING FRAMING 2xJOISTS @LANDING o N � TO ALLOW VERTICAL c� @ 16"O.C. W/ SIMPSON CL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO (D z o A35 OR LUS26 HANGER p ER NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS z ON EACH SIDE H C.5 @ ANY OPENING Q O Z O W) �g W W 2x4 CONT. TOP PLATE 11 op 6" MIN. Q ~ A— ATTACH 2x6 VERTICAL TO TO STUDS W/ (2) 16d W O DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" SDS WOOD SCREWS 3 1/2" TOE NAILS Z Z ~ SECTION X -X N.T.S. w J O O EQUALLY SPACED/CENTERED IN 2x4 #2 SPF STUDS @ D Q W 2x4 CONT. TOP PLATE 0 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z ATTACH TOP PLATE TO .4 ATTACH TOP PLATE TO z STUD TO BE I4 O 1 STUDS 2/ (2) 16d TOE STUDS W/(2)16d TOE 3z' ATTACHED TO TRUSS U) Opp O. NAILS NAILS I BELOW (OTHERWISE f" LO 2x4 SPF STUDS @ (2) 2x BEAM PER 2xJOIST (P.T. IF ATTACH W/ (2) 12d _j SCHEDULE REQ'D @ 4'-0" MAX 01 ATTACHING TO m m W O. 24" O.C. W/ (2) 12d MAX4'-0" ABOVE FLOOR . i TOENAILS @BOTTOM) �j O Z END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ Q TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X ~ -„� W IX STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) z W >- O FLOORING FOR STRAP CONNECT TO. BEAMFIT N TO MATCH JOIST NAILS @ 16" O.C. MAX. D: C5.. TO BEAR DIRECTLY ON TO EACH STUD. 2 1/4" DEPTH W! (3) 10d (() zLL Q O _j BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" cr) ereet'aeturiy� ui c� BELOW O.C. MAX. FOR M � w `�� ~� '41t a A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) 1° MI" w 0 '4SEE SCHEDULE FOR MAX WIDTH OF LANDING 2x4 SILL PLATE W/ (2) �. 0F��.•••°••••••�OleNf•�,'°-d 4i � � ®�'� ✓ _ Z W ¢ v J * MIN. (3) 2x SYP #2 2x4 #2 SPF SILL PLATE NOTCH SILL AND a `�: Oh FLOOR SHEATHING STUDS REQ'D @ END � '" • ., �/� z Z OF LANDING W/ MIN. 6 3/4" PLYWOOD OR OSB SEE PLAN FOR DEPTH SHEATHING OVER 16d NAILS FROM O ;• •••• •••• ~� U_ PLYWOOD FLOORING OF LANDING STAIR WINDER DETAIL LEDGER TO STUD LANDING ATTACHED �_� W •, O� _j m PACK PER GENERAL FLOOR O 11►1111t CONSTRUCTION TO ALLOW VERTICAL J I ATTACH 2x4 TO TRUSS 7) NOTES Q CFG / BAD TO SLIDE DOWN TO MID SPAN BLOCKING C) V DRAFTING: U TO MATCH JOIST PLYWOOD SHEATHING O (2) SIMPSON LSTA24 DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING w � STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER C I M SYP #2 STRINERSMASONRY WALLGENEAL FLOOR W/ ) STRAP (1 EA. SIDE OF O Of70 0 _ SPACED & CENTERED SIMPSON A34GA35 CONSTRUCTION STRUCT: TNT CLIP TO FLOOR g z NOTES 16 STUD) EVERY 48" O.C. U z o '°� IN TRUSS SYSTEM & LANDING 0 z 10 MAX FRAMING U_ g zOak - •. o ,. „ 0 BEAM @ END OF w'Ca TO TRUSS W/ (3) Y4' x 3" U_ LANDING PER `' M SCHEDULE w. FLOOR BEAM CONDITION FLOOR BEAM SEE W @ ANY OPENING �> D// I JOB W TM- 2152439 _ 0� U ia)W SEE PLAN FOR U U MASONRY WALL OR WOOD WALL Oti z F- SIMPSON A35 B B CONNECTIONS O a W MASONRY WALL OR p FRAME WALL BEYOND d (2) 2x BEAM PER 2x JOIST (P.T. IF LIS SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO U Z END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT STRINGERS TO B-DCRoSS SECTION OFF BEAM TO LEDGER � @ 16 O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX.LU LLI as TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4 � J o� � Uj' BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Q " BELOW O.C. MAX. FOR STRINGERS TO BE A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING W o i ?� O UjJ F SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS \ ST02 NOT USED Q v 0 U) q BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER BEAM JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING (2) PLY BEAM TOGETHER USING (L NAILS a O.C.oc RISE OF STEPS AND 2x8 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH (2) 2x12 @ 3" O.C. TOP AND 61_0° (1) 2x12 (1) 2x8 BOTTOM CHORD 4'-0" -777777 I -JOIST PER FRAMING (3) 2x12 2x8 PLAN W/ SQUASH 11'-0" (2) 2x12 BLOCK OR 6'-0" (1) 2x12 (1) 2x8 BEAM/FLOOR TRUSS R 4'-0" PER PLAN (3) 2x12 2x8 8'-0" 1014" PENDING LANDING 2x6 6'-0" HEIGHT AND PLAN 2x6 4'-0" LAYOUT. HEADER (3) 2x12 WITHIN SUPPORT 9'-0" (2) 2x12 WALL COULD BE 7'-p" g_p REQUIRED, SEE PLAN 2x12 STRINGERS ONE 5'-0" FOR REQUIRED ON EACH SIDE AND (3) 2x12 HEADER AND ONE @ MID-SPAN/�F A (2) 2x12 SUPPORT A T -p" 8'_011 INFORMATION. A34 @ EA. STRINGER 5'-0" TO LANDING (3) 2x12 2x12 2x ATTACHED TO (2) 2x12 2x JOIST (P.T. IF STRINGER I I I T-0" ATTACHING TO IIII " 5'-0"(1) MASONRY WALL)CONT 6-0" (2) 2x12 LEDGER w/ (3) 16d 2x12 STRINGERS ONEIIII IIII (1) 2x12 (1) 2x8 NAILS @ 16" O.C. MAX. ON EACH SIDE AND IIII MAX. 4'-0" ABOVE FLOOR TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN III I / 2x8 x 3 1/2" TITENS @ 16" IIII / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION IIII SCHEDULE @ END OF — LANDING FOR STUDS W/ (2) 16d TOE STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN @ 24" O.C. 2x4 SILL PLATE W/ (2) HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (2) PLY BEAM TOGETHER USING (L NAILS a O.C.oc (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 61_0° (1) 2x12 (1) 2x8 2x6 4'-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. (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 1014" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" Q (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-p" g_p (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 T -p" 8'_011 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 91-0" (2) 2x12 2x8 T -p" T-0" (1) 2x12 2x8 2x6 " 5'-0"(1) 6-0" (2) 2x12 2x8 81-0" (1) 2x12 (1) 2x8 2x6 5'-0" MAX. 4'-0" ABOVE FLOOR 5'-0" OR LESS (2) 2x12 2x8 g' -p" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: 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 HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR PLAN EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN . :;r'L� �" TRUSS TO OUTSIDE S/^ FACE OF TRUSS c ff 0 — -.. -- --- — - _.. SCALE: AS INDICATED ----- --- -- - -- DATE: 06/29/2016 STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST01 GEN. STAIR AND LANDING FRAMING DETAILSrST6�3 HANDRAIL CONNECTION AT FLOOR TRUSSES _ (2) PLY BEAM TOGETHER USING (L NAILS a O.C.oc 0 MN 16 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. ST1 UNDER BEAMS LESS THAN 2x12) 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. N� _ = Uj Q Z 3Y" 0 SEE ARCH PLAN ------ 2x4 CONT. TOP PLATE w MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO Z I -- STUDS W/ (2) 16d TOE 0 W 2x4 #2 SPF STUDS X X NAILS O� OU _ @ 24" O.C. 2x4 SILL PLATE W/ (2) GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, �- 2x6 VERTICAL @ 6'-0" 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U 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 HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). p w KNEEWALL FOR VERTICAL NOTCH SILL AND 0 PLYWOOD FLOORING d TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO (D z V NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING Q O Z O W) 2x4 CONT. TOP PLATE 11 (ATTACH TOP PLATE ~ A— ATTACH 2x6 VERTICAL TO TO STUDS W/ (2) 16d O DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" SDS WOOD SCREWS 3 1/2" TOE NAILS Z Z ~ SECTION X -X N.T.S. w J O EQUALLY SPACED/CENTERED IN 2x4 #2 SPF STUDS @ D Q W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z ATTACH TOP PLATE TO .4 ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE I4 O 1 STUDS 2/ (2) 16d TOE STUDS W/(2)16d TOE 3z' ATTACHED TO TRUSS U) Opp O. NAILS NAILS I BELOW (OTHERWISE f" LO 2x4 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d N m O. 24" O.C. W/ (2) 12d MAX4'-0" ABOVE FLOOR . i TOENAILS @BOTTOM) �j O Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X ~ -„� W IX SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) z W >- O FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. C5.. Q O = I ACCOMMODATE 2x � CONT. BRACE & 10d � O 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO w0 W 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C.__ FLOOR SHEATHING U) � W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 �_� W O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS 7) STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO W/ (2) Y4"x3" SDS I C) V DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY � STRAP (1 EA. SIDE OF _ SPACED & CENTERED STRUCT: TNT STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND '°� IN TRUSS ww TO TRUSS W/ (3) Y4' x 3" L -BRACE @ 6'-0" O.C. & _j Q QC CHECK: FLOOR BEAM CONDITION FLOOR BEAM SEE SDS WOOD SCREWS @ ANY OPENING �> D// I- Z JOB No TM- 2152439 BASE PLATE PER FLOOR PLAN NOTE: 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 HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR PLAN EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN . :;r'L� �" TRUSS TO OUTSIDE S/^ FACE OF TRUSS c ff 0 — -.. -- --- — - _.. SCALE: AS INDICATED ----- --- -- - -- DATE: 06/29/2016 STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST01 GEN. STAIR AND LANDING FRAMING DETAILSrST6�3 HANDRAIL CONNECTION AT FLOOR TRUSSES _ (2) PLY BEAM TOGETHER USING (L NAILS a O.C.oc SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR _ 1 9 Z MN 16 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. ST1 UNDER BEAMS LESS THAN 2x12) 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. UC,ORD COPY #1G- 1922 ��-