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HomeMy WebLinkAbout270 Big Spring Ter 16-1623 New Construction SFHTHORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. LOT 178 - ' GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) THORNBROOKE 40 S NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMEN51ON5" DARLINGTON GARAGE LEFT OCCUPANCY AND CON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, ttlt�2585 CEILING CON5TRUCTION: ELEV. I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES CBENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 8102.3.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F-5-G.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM G 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 112 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 6TAPLE5 SPACED NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926. PER F-5-G.R. 5TH EDITION (2014) 8103.6.2.1 WEEP 5CREED6 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP 5CREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED TAYLOR MORRISON AREAS. THE WEATHER RE615TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) 8103.6.3 WATER RE515TIYE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE 05-11-16 CREATED LOT 5PECIFIC PLAN FOR LOT 115 IN THORNBROOKE 40'5, ELEVATION "C" GARAGE LEFT W/ PLAN OPTION5 INCLUDING: 8 FT. INTERIOR DOOR5 AT MAIN FLOOR, RADIANT BARRIER, CALIFORNIA COUNTERTOP, VENT HOOD TO OUT51DE,1/2 HP. GARAGE DOOR OPENER, (1) CEILING FAN PRE -WIRE AND (6) RECE55ED CAN LIGHT5. PLAN REVISIONS JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWMA , FLORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER. BARRIER EQUIVALENT TO 2 LAYERS OF GRADED PAPER STUCCO APPLICATION AND CURING PER F.B.C,R. 51H EDITION 12014) R103b,5 OS IN ACCORDANCE WITH ASTM G 926, x a STUCCO CONTROL JOINT5: C r0 1, * mown 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 5.F, AND DELINEATE AREAS NOT 0 0 Jail MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 , 30 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR 2 co A5TM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. co r j J N EGRE55: L M • N DRAWINGINDEX 1, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. 0 0 ° � -0 �= Se FLA5HING: COV - GENERAL NOTES INDEX SPECIFICATIONS / / I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, APPROVED IN WATER INTO THE WALL m ro 2. CORRO6ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION SUCH A MANNER AS TO PREVENT ENTRY OF CAVITY OR 1 — SLAB INTERFACE PLAN PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. 00ro� ZNoe CLAY AND CONCRETE TILE (IF APPLICABLE) : 2A1 - MAIN FLOOR PLAN NOTES WINDOW IN5TALLATI°N: FLOOR ELECTRICAL PLAN I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 2A2 — MAIN FLOOR PLAN DIMENSIONS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: 2 B 1 - UPPER FLOOR P LAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8° IN THICKNESS, SOLID CORE (5.CJ OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CLO51NG DEVICE. 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: 3C1 - FRONT ELEVATION PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE): 3 C2 SIDE ELEVATIONS ROOF D1 A KI BUILDING SECTION I, WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 89052.6.1. JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWMA , FLORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER. EST. 1994 x a C r0 1, * mown • W 0 0 Jail 0o , 30 FLASHING DETAILS 2 co A5TM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL co r j J N L M • (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 0 0 ° � -0 �= Se 0 0-j C0 - FLASHING DETAILS m ro � i J 00ro� ZNoe CLAY AND CONCRETE TILE (IF APPLICABLE) : z 4AMAIN FLOOR ELECTRICAL JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWMA , FLORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER. EST. 1994 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN * mown • W 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, 0o 30 FLASHING DETAILS A5TM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 4 B -UPPER F LO 0 R ELECTRICAL PLAN SEC?ION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,11; OR 120. REQUIRED UNDERLAYMEN I PER F.B.G.R. - 5TH EDITION 12014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE II; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS IIS, 119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : 0 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER RFCOTM COPY TUB AND 5HOWER AREA5: 1. CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, 01325, OR C1115 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 0 TERMITE PROTECTION: rvo I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE56 OF 0.010 INCH, AND BE SEALED WITHIN THE 5LA5 USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REVIEWED FOR CODE COMPLIANCE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, PLANS MINER MECHANICAL AND HVAC. ' 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE PUIRN16HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF DATE APPLICATION FOR PERMIT. 0 FORD BUILDING DIVIS1.QN 2, MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES 0 A PERMIT 136UED SHAH BE CONSTRUED TO BE A (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. LICENSE TO PROCEED WITH THE WORK AND NOT AS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 T� AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE BUILDING OFFICIAL FROM THEREAFTER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >m C OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF COMPACTION TEST SECTIONS MI411.3. 0 REQUIRED EXHAU5T FAN5 AND VENTING: Results to be Verified (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, at Slab Inspection SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 6�t�tNO` TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • SANFORD MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND 2585 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER • FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 6 — 1 S 2 3 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV, 10-14-2015 wuwmw�wrnnw� • T1 TLE • COVER SHEET GENERAL NOTES 01 • SHEET • 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, 30 FLASHING DETAILS A5TM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION Se 3C4 - FLASHING DETAILS 89(05.2.1. � 99 CLAY AND CONCRETE TILE (IF APPLICABLE) : z 4AMAIN FLOOR ELECTRICAL PLAN THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsr) IS DETERMINED IN ACCORDANCE WITH 4 B -UPPER F LO 0 R ELECTRICAL PLAN SEC?ION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,11; OR 120. REQUIRED UNDERLAYMEN I PER F.B.G.R. - 5TH EDITION 12014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE II; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS IIS, 119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : 0 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER RFCOTM COPY TUB AND 5HOWER AREA5: 1. CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, 01325, OR C1115 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 0 TERMITE PROTECTION: rvo I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE56 OF 0.010 INCH, AND BE SEALED WITHIN THE 5LA5 USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REVIEWED FOR CODE COMPLIANCE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, PLANS MINER MECHANICAL AND HVAC. ' 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE PUIRN16HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF DATE APPLICATION FOR PERMIT. 0 FORD BUILDING DIVIS1.QN 2, MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES 0 A PERMIT 136UED SHAH BE CONSTRUED TO BE A (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. LICENSE TO PROCEED WITH THE WORK AND NOT AS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 T� AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE BUILDING OFFICIAL FROM THEREAFTER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >m C OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF COMPACTION TEST SECTIONS MI411.3. 0 REQUIRED EXHAU5T FAN5 AND VENTING: Results to be Verified (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, at Slab Inspection SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 6�t�tNO` TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • SANFORD MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND 2585 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER • FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 6 — 1 S 2 3 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV, 10-14-2015 wuwmw�wrnnw� • T1 TLE • COVER SHEET GENERAL NOTES 01 • SHEET • It Un+ AIR HANDLER 3/4" CONDENSATION ELS EVaTION LINES FROM DRAIN BY PLUMBER r_ I m .d11 UPPER FLOOR 15'-01, pl-/SII y'-/�1I7 IU z O _ 4 W PITCH 1/S" / FT 11-811J-411 13'-8" v 81-411 65'-4" TAYLOR MORR15ON USES 50RA-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 * * * * * THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-P5F <ILD17 USANFORD #16 16 23 SLAB INTERFACE PLAN SCALE: 1/4" = 1'-9 GARAGE LEFT F — — — -1 r — — — -1 X ca r.. 8" C.M.U. WALL ABV. _—�-_ -- 51611 Utoo o to 8" C.M.U. WALL _ABY. r—� -- — PED. Jc`)I�� 04 0��M Y/ - >_>JN i I I 4 P.V.G. Lo 1 j • LAV.1 LL / 1 a, 2 0 n I °0101 III u I LAY 11 ISI I I 0-11 CO Y rod, �N L J . T L45LL 60CCro^ L — — — J L — — - �� 3/4" CONDENSATION TILE "� = I I2I L_ o nJ U 3 8 ,n DRAIN BY PLUMBER — SEAT ASv. SHOWE RECESS 6, r = —I I I - -� S,I I I 21-1" 1'-8" 20' Il" I 3' -0"x3 -0'I A/C I I 1 - — J PAD (5EE MECH. 28'-9" Q 10'-10" 8' I" 21-8" 21-(011 PAYERS CONTRACTOR I I M FOR LOC.) _ 3/4" RECESS a 4" P.V.G. FOR ENTRY R. —JI 121-111 31.811 v 3/4" CONDENSATION AIR HANDLER DRAIN BY PLUMBER I I LINES FROM T-5" 18'-611 I 811 UPPER FLOOR i N M — I // 11 NOTE: 21 111 ALL SLAB ANGLES I II 9 -8 ,i ARE AT 45° (UN.O.) � / \\ r PAVER DRIVE / LEAD WALK n, REFERENCE `Q b E a Lij ul 4 = PROVIDE WATER "A PITCH PITCH = cO in LINE FOR ICE MAKER C.J. TO DRAIN I G.J. - D I/8" / FT. -------- ------------------i---------------------- i ^AA `r - 31 611 1 — 7p, SLAB I 302 IIn / OF REF. G.G. VERIFY 31'-10" �u gl•111 31.Sl1 J J 2/h1-/hll I V U Q11 V ACRYLIC ON LANAI r— III col ( a� i �J L� 50 GAL. , v v 81-411 65'-4" TAYLOR MORR15ON USES 50RA-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 * * * * * THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-P5F <ILD17 USANFORD #16 16 23 SLAB INTERFACE PLAN SCALE: 1/4" = 1'-9 GARAGE LEFT • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED X ca r.. 150 STATE STREET EAST OUXMAR, FLORIDA 3467 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 Utoo o to 0 O Jc`)I�� 04 0��M Y/ >_>JN Lo 1 j • 00 °0101 0-11 CO Y rod, �N L J . T L45LL 60CCro^ ZccomGer • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED 01 • TITLE • SLAB INTERFACE PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 3467 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 01 • TITLE • SLAB INTERFACE PLAN • SHEET • ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH F5C 8301 AND TABLE R3015 PER F.B.C.R - 5TH EDITION (2014). 5TAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAIL6 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RI5ER HANDRAIL ENDS SHALL BE RETUFNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA DIRECT VENT DRYER FLAT HEADER 3'-0"x3-0" A/C 34"x3-0" A/C AIR HANDLER THRU EXT. WALL AT V-0" A.F.F. PAD (SEE MECH. PAD (SEE MECH. TEXTURED FOAMOF CONTRACTOR CONTRACTOR T.OM. LINES FROM LINE T 13 SH. �� TEMP. GL. ENGL, 24 5H, HD. AT 8'-m" SEE ELEVATION) FOR LOC.) FOR LOC.) 9.4 ON 42" H. LOW WALL UPPER FLOOR HP. AT V-0° ANDING (TYP.) DRYSTATO N.B. LEDGESTONE F ----i r ----I 2m" H. TILE r - I— —1 W.c. I 1 5 5H. LAV. SEAT ° 2 26 SH. I I PAD. i I I HD. AT 6-0" I 1�1 UTIL. — — — - - - - -� L L ---J � �C1 g1_4n T.O.M. I -6x8-0 TILE TEMP. GL. ENGL. L ( -1 PWDR g' 4" 1 9 4 5FD SHOWER I- -I CLG. A.F.F. ON 42" N. LOW WALL 1. 24 GL. HANSEN 1 u, ( I FLUSH FRAME 8 BOX ,_ TO FURRING k8� M. BATH DEN I I� 1 N N CLG.IQ PAVERS CPT. TILE 9'-4" FLAT CLG. Q 10'-4"x10'-6" L — J ENTRY 9'-4" FLAT CLG. QRCN FROM 0 9'-4" PLT. HT. I FLAT HEADER T.O.M. MASTER SUITE 15FED) M.C. I 2 4x8 0 3-0x8-0 ( AT 8'-m" A.F.F. gt4 16 -0 x14'-4' a I BFD 91.4„ 6-b" TO V-10" / 6-PNL. AFF. 9'-4" FLAT CLG. 9' 4" CLG. CLG. I FLAT HDR I '' FOYER 9' 4" 1 u, AT 4'-4" 9'-4" INSULATE GLG. I a 5EE SECTION 5 5H. FLAT CLG. WALLS �I I— (2) 2-66-0 = 9.4 r--------- a 19'-4" SLOPING I 2 5 0R 9'-4" AIR HANDLER CLG. I LINE OF SECOND 1 V CLG. GLG. I I O UME CLG. LINES FROM BARREL ARCH FLOOR ABV. 1 FLUSH FRAMEIdo- UPPER FLOOR FROM 8'-6" �/ TO FURRING- - - R/5 I UP \\ \ TO V-10" STAIR DATA: \ \ o — 18 RISERS AT \ O0 UNDER I 1.36" EACH ARCH FROM II \ \ LINE OF SECOND 42 H. 8 -6 TO 6-10" /// \ �� 8�a, I f FLOOR ABV. g04 " STAIRS i LOW WALL 1000" TREADS CPT. TILE \ \ close - \ k /i ACRYLCIFY I I �yc �,I 1 1 I z 2 STORY 9� 4 'o GARAGE o Q I oN LANAI \ I 1 1 I 20 -o x2o -o GLG. I CLG. QI 1 If 1 9'-4" PLT. HT. 01 KITCHEN 1 .� �� o I o 1 LANAI FAMILY ROOM ARCH FROM n ( I DINING I I \ / z o 9'-8"x14'-4" p 19'-6"x14'-0" 84" TO 8'-8" I 10'-6"x14'-0" / \ 9'-4" FLAT CLG. I I o Lu 9'-4" PLT. HT. � 2 -STORY VOLUME I A 9'-4" FLAT CLG. i i - I 0. �NA���TE o I LINE OF SECOND I ALL I O 0- VENT HOOD I KNEE= 1 * * * * FLOOR ABv.� I I I I o TO EXTERIOR I ( o G.C. VERIFY V-0" H. '�- 11 o 6 1 I 9 INTERIOR DOORS 36 H. I I O AT MAIN FLOOR I COUNTERTOP RANGE I 50 GAL' 01 .6 s' W/ HOOD W.N. BOTT, OF LINTEL * * * * 1 (SEE DETAIL I L - - - - - - - - - 1 AT 8'-0" A.F.F. T.O.M. THI5 SHEET) O.H.C. loo O.H.G. T.O.M. T.oM. 2 - 26 5H. T.OM, T.O.M. N.B. HD. AT 8'-0" 9-4 9-4 9 4 9 411 �c UNDER-5TAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R - 5TH EDITION (2014) 8302.1 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - I' -m" 2582 S.F. OPEN TO • x 2x 5TUD5 (PER STD. FAMILY ROOM PLAN) 42" H. 36" H. CONTINUOUS 0 CABINET LOW WALL GRASPABLE 53" 3/4" PLYWID BACKING WINDOW I/2" DRYWALL CALI. TOP RAILING -/ DECKING BEAM 26" 6E • 12 5H 1/2 32 5H 22 5H 32 5H W LINE OF 6'4" MIN. BEAM Co 3�E FLOOR 13 5H HEAD CLEARANCE 23 5H FLOOR SYSTEM = O 40 SYSTEM J 0 51" 14 5H 1/2 34 5H � � 34 5H 0 a x 63" 42' N. 15 5H 10.00" 2x STRINGERSLu 35 5H Z LOW WALL (TYPJ 72" 3 1 16 5H 1/2 36 5H 26 5H 36 5H --I I" N)5ING7, VERIFY MA5ONRY OPENING5 FOR ALL WINDOW5, ul)G.G. Lu Lu� Q. (TYR) 6' -a U5ED 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) STORAGE eO 9 d UNDER K, 2x TREADS ,AND 5TAIR6 _e N Ix RISERS (TYR) �c UNDER-5TAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R - 5TH EDITION (2014) 8302.1 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - I' -m" TYP. ARCHWAY ASCALE: 114" - I'-0" G.G. VERIFY SHIM AS POP-UP OUTLETS REQT) I" 2582 S.F. OPEN TO • x 2x 5TUD5 (PER STD. FAMILY ROOM PLAN) BASE 0 CABINET 21" 1/16 055 53" i BACKING WINDOW TYP. ARCHWAY ASCALE: 114" - I'-0" G.G. VERIFY SHIM AS POP-UP OUTLETS REQT) I" 2582 S.F. CA51NG • x 2x 5TUD5 (PER STD. TAMPA • E?ENVER. PLAN) BASE 0 CABINET 21" 1/16 055 53" i BACKING WINDOW I/2" DRYWALL CALI. TOP SCALE: 1/2" = I'-0" LINE OF DRY5TACK LEDGESTONE PAVER DRIVE / LEAD WALK 3C2 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER RE.C.R. - 5TH EDITION (2014). 2582 S.F. TYPICAL MASONRY • x WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W DAV1SBEW&COM TAMPA • E?ENVER. WINDOW WIDTHS �c 0 20" 21" 3`1" 53" i WINDOW CALL -OUTS -/ W 26" 6E • 12 5H 1/2 32 5H 22 5H 32 5H W Co 3�E 39" 13 5H 1/2 33 5H 23 5H 33 5H = O 40 o aC0'' z 'oe J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H 0 z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H Z 72" 3 1 16 5H 1/2 36 5H 26 5H 36 5H VERIFY MA5ONRY OPENING5 FOR ALL WINDOW5, ul)G.G. Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) LINE OF DRY5TACK LEDGESTONE PAVER DRIVE / LEAD WALK 3C2 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER RE.C.R. - 5TH EDITION (2014). • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED 2582 S.F. C;r,4RAC;E • x 13e S.F. 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W DAV1SBEW&COM TAMPA • E?ENVER. U o o� 32415.F. 0 -MI,;, i fn 0 -/ W 6E • 00 Co 3�E _OJ Y W .L J' 0 40 o aC0'' z 'oe • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED ^.&\`W 490 .41 co *w 40 •_ G.C. VERIFY RADIANT BARRIER cc*Q t-- .®•u G 90 4" A4Pw AFF. -LINE OF DRYSTACK LEDGESTONE W 0 REFER TO SHEET 2A2 V) FOR MAIN FLOOR PLAN DIMENSIONS rvool 0 0 ry I r*%% 0 w\4D1/�C NFORD HATCHING LEGEND s�• >= INSULATE WALL �,�IPAR-O�� 0 #16 1 623 • ell E2585 TOTAL_ LIVING 2582 S.F. C;r,4RAC;E .455 5.F. DAVIS BEWS DESIGN GROVP 13e S.F. 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W DAV1SBEW&COM TAMPA • E?ENVER. EST. 1994 I ^.&\`W 490 .41 co *w 40 •_ G.C. VERIFY RADIANT BARRIER cc*Q t-- .®•u G 90 4" A4Pw AFF. -LINE OF DRYSTACK LEDGESTONE W 0 REFER TO SHEET 2A2 V) FOR MAIN FLOOR PLAN DIMENSIONS rvool 0 0 ry I r*%% 0 w\4D1/�C NFORD HATCHING LEGEND s�• >= INSULATE WALL �,�IPAR-O�� 0 #16 1 623 • ell E2585 TOTAL_ LIVING 2582 S.F. C;r,4RAC;E .455 5.F. LANAI 13e S.F. ENTRY 715.17. TOTAL_ 50. FT. 32415.F. MAIN FLOOR PLAN NOTES SCALE: 1/4" = 14" GARAGE LEFT • TITLE MAIN FLOOR PLAN NOTES DETAILS iii jr, '_Of" OFO #16-1623 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = P-0 GARAGE LEFT X ro w L L — — — J r LID r o a tiI cA 0 J C') a[1 m N 0 e v cn >'JM L L LL jr, '_Of" OFO #16-1623 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = P-0 GARAGE LEFT JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED 11 ■" �: � as 6�eTlllll ! ! 11 W z m z cn oc oc oc DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAIt, FLORIDA 396?75 813. 92-5.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER —� EST. 1994 00 11 r%**,. 0 vo 2585 • TI TLE • MAIN FLOOR PLAN DIMENSIONS X ro w /.. i� LID r o a tiI 0 J C') Q i N 0 N _ >'JM L L LL 0 0 -0 0� �O LL Y LJ*( f0 00CC`� ZNL0 JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED 11 ■" �: � as 6�eTlllll ! ! 11 W z m z cn oc oc oc DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAIt, FLORIDA 396?75 813. 92-5.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER —� EST. 1994 00 11 r%**,. 0 vo 2585 • TI TLE • MAIN FLOOR PLAN DIMENSIONS PROVIDE o/AwA tCMn CI I .- Ae l e1 I— ..- Alu1 ')Ail I I A/P' 3050 5H, 1„ CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5U14 -ACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCNE5 OF THE FINI5HED FLOOR PER F.B.C.R. 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 WALL WALL ALL EMERGENCY E5CAPE AND RE50UE OPENING5 5HALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * G.C. VERIFY RADIANT BARRIER a 16-1623 UPPER FLOOR PLAN NOTES SCALE: I/4" = I' -(D" GARAGE LEFT TYPICAL WOOD FRAME WINDOW SCHEDULE x m WINDOW WIDTHS s 20" 24" 36" 48ll HWINDOW IF CALL -OUTS Lm> J N 1. ` 6• (D 20111818 F.G. 2018 F.G. 3018 F.G. 4015 F.G. W 0 C J * m 00 01 24" O 1820 F.C. 2020 F.G. 3020 F.G. 4020 F.G. = J (5 O 36" 1830 5H 2030 5H 3030 5H 4030 5H z 48" 0 1844 5H 2040 5H 3040 5H 4040 5H Z_ 60" 3: 1850 5H 2050 5H 3050 SH 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H �c G.G. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, Lu WINDOW 51ZE6 AND INSTALLATION MAY VARY PER ~ MANUFACTURER AND 5PECIFICATION5. O z « REFER t0 FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (SINGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY E5CAPE AND RE50UE OPENING5 5HALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * G.C. VERIFY RADIANT BARRIER a 16-1623 UPPER FLOOR PLAN NOTES SCALE: I/4" = I' -(D" GARAGE LEFT JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED ����''��rlI Iii► ��� 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 •DN EVER. � EST. 1994 um] 0 0 rfoo 0 37 00 r%**.. 0 4111101111 �j Foome 0 2585 Emma II 2B1 II x m o N 0��M NM N r Lm> J N 1. ` 6• 00 :215 .01, 0-- Cp E W 0 C J * m 00 01 —Z JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED ����''��rlI Iii► ��� 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 •DN EVER. � EST. 1994 um] 0 0 rfoo 0 37 00 r%**.. 0 4111101111 �j Foome 0 2585 Emma II 2B1 II UPPER (SSANFORD #16-1623 FLOOR PLAN DIMENSIONS SCALE: 1/4": V-0" GARAGE LEFT JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED X ro w DAVIS BEWS DESIGN GROUP r 0 EST. 1994 JL�O 0 _Lc) c ) i N 0Nc��; L 6 LL • 0 0 00000 r.0 ro N _ J f0 41 n 00 z Ot JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMM; , RORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA . DENVER. EST. 1994 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z IHI0 VItIAIL OHVX IHC 111" IVAL IH1L Mt,7,D w OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FIN15HED KEY5TONE5 (WHERE y APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT oz INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R, - 5TH 3/4" EDITION (2014) R103.6.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" �c CLEAR OPENING NEIGHT5 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 FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 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) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 12 /SHINGLE 6 ROOF? 12 HINGLE Q6 8" BANDING 12 /SROOF 12 Q6 G.G. VERIFY 7 ALUMINUM OVER 2x6 SUB -FASCIA ( PLT. HL (TYPICAL) PLT. HT, 4" BANDING1'-4" W. x F-0" H. (TYP.) STUCCO STUCCO DECO I'-4" W. x 5'-0 H. RATIVE FINISH EQ. EQ. FINISH FIXED SHUTTERS " 7 7 DECORATIVE / /� 61 FIXED 5HUTTER5 cO r � T 4" BANDING (TYP.) 12 v 6�12 a6 SHINGLE Q6 _ SECOND F.F. LINE ROOF SECOND F.F. LINE g — 4" BANDING ]TIT T,O,M. _ 8" BANDING 8" BANDING T.O.M. SET Barr. of 24° W. x 2'-6" H BAND AT T.O.M. DECORATIVE DECORATIVE CORBEL FIXED SHUTTERS (SEE DETAIL) (TYP.) DECORATIVE CORBEL 8�� BANDING (SEE DETAIL) (TYP.) 4" BANDING TEXTURED 2" RAISED FOAM FINISH (TYP.) ❑ ❑ ❑ ❑ ❑ ❑ ❑ SEEDBANDING ( (SEE DETAIL) �- 6" BANDING @ 5Q. 4" BANDING ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 611 BANDING DRY5TACK I LpRYSTACK LEDGE5TONE - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LEDGE5TONE (TYP.) (TYP.) MAIN F.F. LINE _ MAIN F.F. LINE GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) G.G. VERIFY - ALL BANDING AT STONE LOCATIONS 15 TO PROJECT 1/2 PAST THE FACE OF THE STONE FRONT ELEVATION SCALE: 1/4" - 1'-0" TUBING BARS (�) 2" 4" 8.. TEXTURED FOAM - BANDING tl, 5" 10° SIDE VIEW FRONT VIEW FRONT VIEW 4 SIDE VIEW RAISED FOAM DECORATIVE BANDING DETAIL CORBEL DETAIL SCALE: 1/2" = I'-0" SCALE: 3/4" -- 1'-0" • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED x DAVIS BEWS DESIGN GROVP 0��00 TAMPA • DENVER. EST. 1994�� OcciTf �WM@N. r ` > > J N Q 0LLL* • 00 c> -0 h `oJ�c0 `=Y `V� cy iJ}'f� 0 ro h 0 41 zN2° • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED a #16- 1623 ELEVATION "C" GARAGE LEFT • TITLE • FRONT ELEVATION DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, MORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER. EST. 1994�� a #16- 1623 ELEVATION "C" GARAGE LEFT • TITLE • FRONT ELEVATION DETAILS 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. * * * * * * * 12 6� tia9�l�r SNINGLE 1�2 6 LANAI ROOF A I I I ---------%T ------ --=�--.� EST. 1994ul ROOF_ VENT REQUIREMENTS —.. ------ ------ ------------ N �STUCGO VENTILATION CALCULATIONS /STUCCO 4 I I Z i � ATTIC AREA = 139 SQ. FT. / 300 = 0.46 SQ. FT.X 144 67 SQ. IN.HALF 5HINGLE N4:1 T j STUCCO FIN15H H 6:12 gN nc = 6:12 s= I I Q _ LE 8" ROOF SECOND F.F. LINE LOWER ROOF 6:12 i VENT REQUIREMENTS I I AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. VENTILATION CALCULATIONS t , ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. w # UPPER 2/3 ROOF VENTS REQUIRED = 1 v X 144 = 254 SQ. IN. z I I HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. /TEXTURED # UPPER 2/3 ROOF VENTS REQUIRED =1 L----------.--- -------------� HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. - - FINIS; ACTUAL SOFFIT VENTILATION = 216.60 SQ. IN. TYP. ACTUAL SOFFIT VENTILATION =139.00 SQ. IN. OVERHANG DRY5TACK LEDGESTONE c (TYP.) AT HIP AA �l �l (UN,O.) MAIN F.F. LINE _ _ _ _ - _ _ _ _ _ _ _ _ _ MAIN F.F. LINE GRADE LINE GRADE LINE G.C. VERIFY I , (A55UMED) RADIANT BARRIER LETT ELEVATION UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS I j ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ, FT, X 144 = 703 SQ. IN. 6:12 z n 6:12 . I HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. I ACTUAL SOFFIT VENTILATION = 617.50 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. * * * * * * * 12 6� tia9�l�r SNINGLE 1�2 6 � A I I I ---------%T ------ --=�--.� EST. 1994ul ROOF_ PLT. NT. —.. I 6:12 PLT. _ NT._ _ N �STUCGO /STUCCO 4 I I Z i � p 5HINGLE FINISH �l T j STUCCO FIN15H H 6:12 gN nc 6:12 s= I I Q _ LE 8" ROOF SECOND F.F. LINE LOWER ROOF 6:12 i VENT REQUIREMENTS I I VENTILATION CALCULATIONS t , 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. * * * * * * * (U.N.O.) 11/2" THICK SAND FIN15; KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: ? I HR) 1Jt I HIL OHL)WO I HC 11 ML AL I HIUNNrOU o W OF ALL R415ED TEXTURED FIN15H BANDING oe % AND SAND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PEGIFIG KEYNOTE CALL -OUT * * * * * * INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R1031o.2 AND A5TM C 926. * * * * * * * * TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" ROOF PLAN 5CALE: 1/8" _ 1'-0" CLEAR OPENING NEIGHT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INC;E5 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 16 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5;ALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UC; OPENINGS ARE LOCATED WITHIN 24 INC;E5 OF THE FIN15HED FLOOR PER FB-C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 e 12 GIRDER GIRDER 12 TRU55 ROOF TR155E5 TRUSS 6� AT 24" O.C. �6 (TYPICAL) /2.6TORY VOLUME n, �RIFT ❑❑ BR. 3❑ j ROOF TRU5 5E5 4D "' ❑❑ ❑❑ ❑❑ AT 24 "OG -■— FLOOR SY5TEM (TYPICAL) GONG j BEAM LINTEL ❑❑ FAMILY M M E T. ° GARAGE ❑❑ SECTION AA SCALE: 1/8": 1'-0" SHINGLE ROOF 12 6� tia9�l�r SNINGLE 1�2 6 � C U �o o� ---------%T ------ --=�--.� EST. 1994ul ROOF_ PLT. NT. —.. I 6:12 PLT. _ NT._ _ N �STUCGO /STUCCO 4 I I Z F � FINISH 7 4 � 5HINGLE FINISH �l T STUCCO FIN15H H gN I S„ ROOF Q _ LE 8" ROOF SECOND F.F. LINE LOWER ROOF 6:12 i VENT REQUIREMENTS _ VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. w v X 144 = 254 SQ. IN. z I I HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. /TEXTURED # UPPER 2/3 ROOF VENTS REQUIRED =1 L----------.--- -------------� HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. 1' 0° FINIS; ACTUAL SOFFIT VENTILATION = 216.60 SQ. IN. TYP. OVERHANG DRY5TACK LEDGESTONE c (TYP.) AT HIP AA �l (U.N.O.) 11/2" THICK SAND FIN15; KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: ? I HR) 1Jt I HIL OHL)WO I HC 11 ML AL I HIUNNrOU o W OF ALL R415ED TEXTURED FIN15H BANDING oe % AND SAND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PEGIFIG KEYNOTE CALL -OUT * * * * * * INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R1031o.2 AND A5TM C 926. * * * * * * * * TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" ROOF PLAN 5CALE: 1/8" _ 1'-0" CLEAR OPENING NEIGHT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INC;E5 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 16 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5;ALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UC; OPENINGS ARE LOCATED WITHIN 24 INC;E5 OF THE FIN15HED FLOOR PER FB-C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 e 12 GIRDER GIRDER 12 TRU55 ROOF TR155E5 TRUSS 6� AT 24" O.C. �6 (TYPICAL) /2.6TORY VOLUME n, �RIFT ❑❑ BR. 3❑ j ROOF TRU5 5E5 4D "' ❑❑ ❑❑ ❑❑ AT 24 "OG -■— FLOOR SY5TEM (TYPICAL) GONG j BEAM LINTEL ❑❑ FAMILY M M E T. ° GARAGE ❑❑ SECTION AA SCALE: 1/8": 1'-0" SHINGLE ROOF 12 6� SNINGLE 1�2 6 C U �o o� EVER TAMPA •DN --=�--.� EST. 1994ul ROOF_ PLT. NT. em N� r PLT. _ NT._ _ N �STUCGO /STUCCO Z F 0_j C0 FINISH 7 4 � 5HINGLE FINISH �l T STUCCO FIN15H H gN SECOND FF. LINE S„ ROOF SECOND_FF. LINE _ LE 8" ROOF SECOND F.F. LINE T.O.M. _ _ T.O.M. - E v /TEXTURED 21 '011 TYP U, /-TEXTURED FINIS; 7 FINIS; = a, /TEXTURED RETURN FINIS; 7 AT 51DE5 DRY5TACK LEDGESTONE c (TYP.) �l �l �l (UN,O.) MAIN F.F. LINE _ _ _ _ - _ _ _ _ _ _ _ _ _ MAIN F.F. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) LETT ELEVATION 12 12 6� 12 SHINGLE Q6 q6 SHINGLE ROOF PLT.;T. ROOF - PLT. NT. /STUCCO a, FINI5N7 SECOND FF. LINE_ /� 8o SHINGLE D4 5ECOND FF. LINE T.O.M. ROOF -� T.OM. zt TEXTURED ❑ = TEXTURED FIN15H �' FIN15H 6, MAIN F.F. LINE TEMP. LJ MAIN FF. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) REAR ELEVATION 6GALE:1/8" = 1'-0" 612 a6 5;INGLE 612 /- 5NINGLE 1 ROOF ROOF 2 2 6 _ PLT_ ;T. _ _ _ _ _ - PLT. NT. _ /5TUGGO - TEMP. � co FIN15H7 /-STUCCO SHINGLE * r /SNINGLE FIN15H _ SECOND FF. LINE ROOF 612 ROOF g" _SECOND FF. LINE _ SECOND FF. LINE T.o.M. _ T.O.M. _ M 0�❑ /TEXTURED _ DRY5TACK FINISH /TEXTUREDe o FINI5H7LEDGE5TONE /� E0 (TYP.) - MAIN FF. LINE MAIN F.F. LINE cu.N.oa 1'1 T P'` 1 IT � 1 EVATI O N � �� 5CALE: 1/8" = I4 " g1fi-623 ELEVATION "C" GARAGE LEFT3C2. • JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED • • x R w DAVIS BEWS DESIGN GROUP C U �o o� EVER TAMPA •DN --=�--.� EST. 1994ul 0 _j co N p em N� r N Do�M 0 0 �' 11 0 0_j C0 3�E i-- ox 0°' J * 0 gN 418!_ Z N of • JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED 2585 • TITLE • SIDE ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS 21-011 GRADE LINE TYP GRADE LINE INC (ASSUMED) RETURN (ASSUMED) AT SIDES SAN4=®RD • SHEET • I I II //l// It DAVIS BEWS DESIGN GROUP 150 STATE STR.EEI- EAST OLDSMAR, FLORIDA 39677 T 813.925.1300 EL 813.925.1800 FAX W W W.DAVISBEWS.COM EVER TAMPA •DN --=�--.� EST. 1994ul 2585 • TITLE • SIDE ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS 21-011 GRADE LINE TYP GRADE LINE INC (ASSUMED) RETURN (ASSUMED) AT SIDES SAN4=®RD • SHEET • I I II //l// It �n BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO IER SHEET) :-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN OIL BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT' ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM \DER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING T SILL PLATE 15/32 O.S.B. SHEATHING (SEE DETAIL B BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS I RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF 0 Jc)N- CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i EXTERIOR FINISH WATER PROOF CAULKING �J � PER BUILDER 0 0 :° Q�� PROVIDE SELF ADHERED "' "` FLASHING lLy�m LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE Moll 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFSeST T SILL PLATE (SEE DETAIL B • • x ro FOR OPTIONS) r 0 JQ�O \lap"" 0 Jc)N- WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER i / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING -\ WINDOW) , 2 i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" :;t 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE 20" FLOOR TRUSS `- SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY 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 WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 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. 6. AT WALL AND ROOF INTERSECTIONS. 7, AT BUILT-IN GUTTERS. SAPPORO #16-1623 FLASHING DETAILS N.T.S. JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED • • x ro y r 0 JQ�O 0 Jc)N- ri c OLDSMAR, FLORIDA 34677 813.925.1300 TEL -/ tv) mm? N 1 L. > > J W W W.DAVISBEWS.COM TAMPA • DENVER ccm `L. 5°�. 0 0 :° Q�� 0 -� O lLy�m JOB NUMBER 26002.086 CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED • TI TLE • FLASHING DETAILS • SHEET • y 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 • TI TLE • FLASHING DETAILS • SHEET • SHEATHING TEXTURE FIN15H COAT BROW COAT 5CRATCH COAT SELF -FURRING LATH TWO LAYER5 WRB WEEP 5CREED TEWINATE 5ELF ADHE5IVE FLA51-IING AT LOWER N05E OF M.W.W.5. 5ELF ADHE5IVE FLASNING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING �- REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY ° SELF -ADHERED FLASHING 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'A" 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 SUBFLOOOORR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A ILE WINDOW UNIT ell nnr FLASHING I SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) / SECTION -A (SEE / DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED — FLASHING DO NOT FLASH OVER i SEAL TOPS OF JOISTS UNDER DECKING BOTTOM NAILING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW WAi i OUCATUlKin ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING] 6 j � DIVERTER FLASHING Miys° DRIP EDGE FASC FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE a ROOF FFLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER 6 FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL SCORED RELEASE PAPER SELF -ADHERED FLASHING, ro (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD Or 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER \ CONTRACT FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL ry'�Fgstiti • 41 SSSO� TYPICAL ROOF TO %, Roti o%, 2'Si % O �NO�R4P�M�N� `\ A �N�SAP RSPEpG� WALL FLASHING DETAIL ggTtiTo N GOUR4 N CpVRs� 3Rp GOVQ G �RgE 5� RAKE METAL y° LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 2 EAVES 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" PI ES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE � FIGURE 4: VALLEY DETAIL 36" 8" 8" 8" 8" 8" 1" SEALANT LI E 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 / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING )UBLE JOIST :AM BELOW 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED TEXTURED, PAINTED • x ro CRICKET ASEXTER. DAVIS BEWS WALL FINISH J,� O DESIGN GROVP ASPHALT BASED SPECIFIED ROOF CRICKET: 6" X 18" H GALV. 813. 925. 1300 TEL 813. 925.1800 FAX SEALANT APPLIED BY PLAN MIN: 3:12 SLOPE FLASHING CONT. o�(0coo BEHIND FLASHING Nr (REQUIRED AT >>j ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP O O co ~ � U h AND EXTENDING A LOCATIONS) AT ENTRY ROOF z MINIMUM OF 6" ABOVE SHINGLES Lu x VERTICAL RISE OF - g FLASHING AT KNEEWALL 6" X 18" H GALV. °° LL FLASHING CONT. - N SEALANT '. ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS 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. 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER \ CONTRACT FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL ry'�Fgstiti • 41 SSSO� TYPICAL ROOF TO %, Roti o%, 2'Si % O �NO�R4P�M�N� `\ A �N�SAP RSPEpG� WALL FLASHING DETAIL ggTtiTo N GOUR4 N CpVRs� 3Rp GOVQ G �RgE 5� RAKE METAL y° LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 2 EAVES 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" PI ES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE � FIGURE 4: VALLEY DETAIL 36" 8" 8" 8" 8" 8" 1" SEALANT LI E 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 / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING )UBLE JOIST :AM BELOW 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED • x ro DAVIS BEWS C�0 J,� O DESIGN GROVP 0 JMh; OLdSRMR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER. -�- EST. 1994 N o�(0coo me Nr >>j OLn PL• O O co ~ � U h &_M O OJ CO Eo_� Loj J.- 00 z c\1 • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED �..INww rrr o• INSTALL BOTTOM EDGE OF L' .4Q • SLAB WEEP SCREED 1"BELOW °y- 0 i�ww "' FINISH FLOOR a Z OD * " 41 OPTIONAL DETAIL III WEEP SCREED DETAIL 0 SCALE: NOT TO SCALE0 'A �l I METAL FLASHING 1 1 1 IV/ -%L V"9 -1-L- - 1 FLASHING DETAIL ATERIAL PER WALL PER PLAN IONS WITH APPROVED .AYMENT (REFER TO '�— SHEET) 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL ROOF PER PLAN LI L 13U ti PLAN VIEW O 4tvp,,'U R7m- THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. 6-1623 • TITLE • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLdSRMR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER. -�- EST. 1994 �..INww rrr o• INSTALL BOTTOM EDGE OF L' .4Q • SLAB WEEP SCREED 1"BELOW °y- 0 i�ww "' FINISH FLOOR a Z OD * " 41 OPTIONAL DETAIL III WEEP SCREED DETAIL 0 SCALE: NOT TO SCALE0 'A �l I METAL FLASHING 1 1 1 IV/ -%L V"9 -1-L- - 1 FLASHING DETAIL ATERIAL PER WALL PER PLAN IONS WITH APPROVED .AYMENT (REFER TO '�— SHEET) 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL ROOF PER PLAN LI L 13U ti PLAN VIEW O 4tvp,,'U R7m- THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. 6-1623 • TITLE • FLASHING DETAILS LEC I fRICAL <E� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �w.P. WEATHERPROOF DUPLEX OUTLET F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 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 ;Q. RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN 4E=— TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN r — — — , r — - — _1 ;Q. EXHAUST FANLIGHT COMBINATION a ELECTRIC DOOR OPERATOR (OPTIMAL) ® CHIMES (OPTIONAL) L — — — _J t_ _. — — � o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR WP J s� SMOKE DETECTOR G.F.I. so SMOKE / CARBON MONO, COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT. CEILING FAN v J c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V G J ROUGH -IN FOR OPT, CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI) 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.. J4` 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 ROOM$, 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 RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.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 ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 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. ,r A1C MICROWAVE OUTLET +14" G.G. VERIFY ALL G.G. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED PRI: -WIRE Now W.P. / GRI. FOR TU6. SERVICE COACH LIGHT I I I COACH LIGHT �J\\..DINc SANFORD O PAR,`Z #16 1 623 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT 4/0 ALU. CABLE • • x m MAIN DISCONNECT METER 00 J,O EST. 1994 F�a- A/C COMBO - SQUARE pDISC. �c�� Y/ mm N TYP.4 r > N AND "12 COPPER TO REFER TO FLOOR .i QQLLc9 INSIDE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC. E LL PANEL L J * m `00 1� 1 AMPS, REQUIRED 1CCY ZNLd' MO COPPER TO WATER HEATER UNDERGxROUNp 08 COPPER TO RANGE SERVICE BY POWER COMPANY "4 COPPER ?0 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ,r A1C MICROWAVE OUTLET +14" G.G. VERIFY ALL G.G. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED PRI: -WIRE Now W.P. / GRI. FOR TU6. SERVICE COACH LIGHT I I I COACH LIGHT �J\\..DINc SANFORD O PAR,`Z #16 1 623 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED • • x m DAVIS BEWS DESIGN GROVP 00 J,O EST. 1994 F�a- 0 Jm�� 0 �c�� Y/ mm N r > N .i QQLLc9 00 aU�� 6. a 0 � o� Cp E LL L J * m `00 1� 1 1CCY ZNLd' • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED 2585 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET4A • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 F�a- 2585 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET4A • ELECT�'fCAL <EE - DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.r. WEATHERPROOF DUPLEX OUTLET OaFl GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 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 FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) a PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) (D THERMOSTAT 0 ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) 1> 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-INTEMPTERS (GRI) 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.. 1411 (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COM51NATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C, 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, FB.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAF5ON 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 ALAW6 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. HORIZ. MAKE-UP / LIGHT BATH 2 w,0;.P. I- - -1 F.I. ,, - I AN G. DISC. I BEDROOM 4 �� BATH 3 m WALLi o MNT. / ROUGH -IN / -93/ FOR OPT. FANLIGHT JROUGH-IN I LIGHT AND FANLIGHT, BEDROOM 2 I I SWITCH Q O!� �^ \ I � IN ATTIC � SD A.N. W -------- U SD CM - CM DISC. NT. MHT. --------- 1 ta \ 3 LOFT SD DOWN TO SWITCHES DOWN TO / /> �, SWITCH / / \ BEDROOM 3 //> ROUGH -IN ROUGH -IN FOR OPT. FOR OPT. ® \ </ / J FAN/LIGHT FANLIGHT ROUGH -IN FOR OPT. G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO 5E HARD -WIRED PRE -WIRE UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED • x m w DAVIS BEWS DESIGN GROVP �„ Ur o C) to FST. 1994 O JM(\; >>_JM LL • 0 0 �Uah `oma COO 3�E Y 4 J .— co0 0 yL� T ZN d' • JOB NUMBER 26002.086 • CAD FILE NAME LOT 178 ISSUED 05-11-16 REVISED • TITLE • UPPER FLOOR ELECTRICAL PLAN ' SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLMAAR, FLORIDA 39677 813. 925. 1300 TEL 813. 925. 1800 FAX W W W.I7AVISBEWS.COM TAMPA • DENVER. FST. 1994 • TITLE • UPPER FLOOR ELECTRICAL PLAN ' SHEET • GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PILUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6XW1.4XW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED, RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111 . 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD, 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE'. TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR'WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =2500 Fb =3000 Fb =2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACE'S ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION t USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. Mt I AL L;UA I INUti 1 -UK USt VVI I h h'Kt551LIKt I KtA I tU VVUVU IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2 GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). 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 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 AS INDICATED WIND PRESSURE & SUCTION EFFECTIVE ��//11111111111>�� S4 (PSF) WIND S4.1 NOTES & CONNECTOR LEGEND (+) VALUE DENOTES PRESSURE AREA (SQ FT) ROOF FRAMING PLAN - VALUE DENOTES SUCTION AREAO W 0 O FOUNDATION DETAILS (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 GENERAL DETAILS (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 TWO STORY DETAILS (+) 19.0 (+) 19.0 50 - 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 0 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x T-0" 5/9/2014 (+)18.4 (+)17.7 2 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM5 5 4 4 a, 5 5 j✓ Pa 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 V-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 INDEX OF DRAWINGS 7 I 1/8/2016 (ADDED A/C CHASE TO CLOSET AT BEDROOM 3 8 1 1/26/2016 (ADDED ALTERNATE DEN OPTION 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, DINC SANFORD °FpAlk-(t�`� #16.1623 O H U U W 0 U i SHEET SHEET TITLE :3%g� S1 STRUCTURAL NOTES 00 LLI Q� S2 FOUNDATION PLAN AS INDICATED S3 DOWEL PLACEMENT PLAN ��//11111111111>�� S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN W 0 SD1 FOUNDATION DETAILS LU Y Z O SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS S D5 TWO STORY DETAILS S D6 TWO STORY DETAILS ST1 STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/9/2014 CREATED ELEV. A, B, C AND ELEV A WITH BONUS, WITH MASTER 2 AND WITH BONUS & MASTER 2 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 3 12/18/2014 CREATED ELEV. C W/ BONUS - TRUSSWAY TRUSSES 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES 5 1/30/2015 REMOVED OPTIONAL MASTER SUITE 2 AND OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM MASTER PER BILL YOUNGMAN'S REQUEST 6 4/14/2015 UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES PER TB -56 7 I 1/8/2016 (ADDED A/C CHASE TO CLOSET AT BEDROOM 3 8 1 1/26/2016 (ADDED ALTERNATE DEN OPTION 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, DINC SANFORD °FpAlk-(t�`� #16.1623 O H U U W 0 U i Ln t A .• •• / J :3%g� aC9 U_ '. U) Z 00 LLI Q� U J �• r�o AS INDICATED ' s Z LL ��//11111111111>�� Q<WwWE X J F- W 2 z U :3%g� W D Odom 06 zz U) I I e SCALE: AS INDICATED DATE: 05/27/2016 Q<WwWE X 000 z U 2 0 V W 0 Z O 000000 a to ..m W 0 O LU Y Z O z CA :3%g� W D Odom 06 zz U) I I e SCALE: AS INDICATED DATE: 05/27/2016 Q<WwWE X z U 2 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: JRH QC CHECK: CC JOB No. TM - 2152264 SCALE: AS INDICATED DATE: 05/27/2016 S1 0 0 M CD Z O O LL U� O F- N FOUNDATION PLAN FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 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 THE CURRENT CODE. 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 SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE O12"x12"'x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 2O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. O36"x36"x12 dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 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 (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GRW- -„FILLED CELL WITH NO REINFORCEMENT. 1/411=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SANIFORD # 6-1623 w Q 0 r O J EE 1 Co W IN n u ��®�®eevslillrer/'/os/ � r w 00 J,.+11 . • in .o Q U) Z f +�Ci4.1JJ �` Ca � ~`"°... 0 U Lim t-- `y Q z U) K z aores �-•+� U 0 U ca Z 0 p y d Z �i s2 J,.+11 0rz5� z Luw 06F-ZNM I r n fWW� O v� ' aores �-•+� Z Z p Z N �i� a 4C E z U a it LU r �- 0 Z O -9" U-9” LL . F— J O C W W �i s2 Z 000 11 r Z J O O a w O 1 00 O N y - O W Z JLL 5 � QO= 5 O F- F- ry STRUCTURAL ENG: CFG / BAD DRAFTING: T -STRUCT: JRH QC CHECK: CC - JOB No. TM - 2152264 SCALE: AS INDICATED u DATE: 05/27/2016 C �i s2 CP N 9 M 8'-4" I. 4'-4" I. 4'-0" I. 4'-0" I. 4'-0" I. 4'-0" 1,2'-0" 1, 7'-0" 1, T-4" IA# 6'-8" 1... 6'4" L 6'-8" L.- 5'-8" L T-0" a0 0 O ZD k I SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). ❑ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. ¢ TO TIE BEAM. z W 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 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. z O w :❑ 5> W o � iLL O J Uco - LO 1�t111 U l l l l/i// a 000 Z _Y /. 0 U) Z �5 r tom"' Q m ° 0 co (L z W Z O 0 � LL N. Q 2 W CL CY) C) T U +:=4 o Z z cli CL o Q U 2 LL 0 0 O s a U z O O W W W U z Z W 3 c� 1�8 F- W .�, � IN W W 06 h-zo 0 W�� 5� Z F� z Q z J U) r Q ZS �g LU —a �- UJC W '' � Z w W Z ON I— 3:O F- O I.- oC/) U Q Z R.,J (D 1'-4" z a0 0 O ZD k I SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). ❑ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. ¢ TO TIE BEAM. z W 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 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. z O w :❑ 5> W o � iLL O J Uco - LO 1�t111 U l l l l/i// a 000 Z _Y /. 0 U) Z �5 r tom"' Q m ° 0 co (L z W Z O 0 � LL N. Q 2 W CL CY) C) T U +:=4 o Z z cli CL o Q U 2 LL 0 0 O s a U z O O W W W U z Z W 3 c� 1�8 F- W .�, � IN W W 06 h-zo 0 W�� 5� Z F� z Q z J U) r Q ZS �g LU —a �- UJC W '' � Z w W Z ON I— 3:O F- O I.- oC/) U Q Z R.,J (D z a Z ° O J z Z V w Z J O 0 Z p Y 1¢— = Oa0O0 'S � N m o O -j Z W V a O O p W U) 0- W STRUCTURAL ENG CFG / BAD O DRAFTING: f— -STRUCT: JRH J Q------- QC CHECK: CC H JOB No. TM - 2152264 Z ��WINC LU SCALE: AS INDICATED SANFORD W DATE: 05/27/2016 QFPAR�� _ 23 S3 #16 FIRST FLOOR FRAMING PLAN 1/411=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 of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited 11 Z O n U W 0 u m W 0 cr- O J 4 L0 ��`�®\111191IIlllf//////�� �,e G� 00 o ` �. c� J U) z° LL v, 0 � � U) � * 0= _ W `' o F- p LL Iq a i� 0, J44ri 0i H 77 N O o Q y c FJ a p ". ` � ds�' ai a ULLvp O Q z O ca O [t Z U-1Of Q J F- uj J ^ , H LJ.I .0) U) Q � o N `_ 0 �zMme_ 2 NLL W c O H 0150(6 9 z J N��z IZI � �IL ILgo p � Z 2M� a�k'�''E W W U Ir 6O 5; I- Lu ~�!~ T- —� ii O Z LL. 3: 0 Z�� o w H o U)V� z �1 'I lu IM111 911] (D (� 0 TM- 2152264 z W SCALE: AS INDICATED OSANFORD — DATE: 05/27/2016 Z O 000 11 S4 J © Z V LU :3Z O O 0 LLi z O �n O = 0000 o�0WZ J W �. 0 _ W O W O �— 2 F— o ry � o - W of D STRUCTURAL ENG: CFG / BAD (~j DRAFTING: H -STRUCT: JRH J QC CHECK: CC a ZJOB No. TM- 2152264 W SCALE: AS INDICATED OSANFORD — DATE: 05/27/2016 � S4 #16-1623 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) O8x8 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2' FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 PLATE 1/2 THREADED ROD @ 48 O.C. 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. (2)1.75"x9.25" LVL BW4 12"UPLIFT (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 5" EPDXY ANCHOR WMIN. OR ENDNAILS OR ENDNAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN V-0" TO 3'-11 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE, 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR IST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. mmmommmmma HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) O(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) O8x8 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2' FLITCH ATTACH KING STUD TO HEADER w/(10) NO PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O5-1/4"x7" LVL COLUMN, 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 5" EPDXY ANCHOR WMIN. 7" EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE, 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR IST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE qO (2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN CO (4)2X4 SYP#2 BUILT UP STUD COLUMN O(2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN OF (2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN HO 4x4 SYP#2 POST JO 6x6 SYP#2 POST O8x8 SYP#2 POST O3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. QO 5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN, O7"x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. O H10A 1015 H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8' EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 5" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)5" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22' 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12 NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" { za c a META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 0 Z TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 31 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (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 & ElI H2.5A w/(10)8d FRAME TO FRAME 535 600 71 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 5" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 8 FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS F-91 HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24' TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13(2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 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 Efl18 LTT20B w/(10) 10d NAILS & a" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22 NAILS w/5" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 31RDER TO COL./ BEAM 9100 4095 23 _ - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP: HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS O -. TO POST: SIMP. HTS20 OR LSTA18 AS INDICATED W TO BEAM: SIMP. HUC48 w/(14)16d NAILS Z (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" { za c a PLATE TAPCONS • Uj (n J -) ON MASONRY: SIMP. META16 2 0 Z TO POST: SIMP. HTS20 OR LSTA18 W i- O TO BEAM: SIMP. HUC410 w/(18)16d & 2 Z (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS 0 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS 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 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2, TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 75Ib MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN, 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153, APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. K10TI`.q- 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 ���tc�INc 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. SANFORD 16- \FpAR � 1/4"=11-011 LL O P h O IZ W W III W 0 O a' V 1- Z (b v O -. m AS INDICATED W NAIgz Z (D ZZ Ir Q U C4 LL. { za c a 0' 06 • Uj (n J -) Z.0 0 C0aL 0LO 0W 2 0 Z F- I_. W i- O 2 Z W z 0 � 0 W ZiIrg� O a' V 1- Z (b v I- N gold U AS INDICATED W NAIgz Z ❑ ZZ Ir 0W C4 LL. C..) (D 06 W .J Uj (n J -) Z.0 0 C0aL 0LO 0W I-- W 0 Z F- I_. W i- O 2 Z W Z 00 V) ZiIrg� U a' V 1- Z (b v JOB No. N gold SCALE: AS INDICATED J NAIgz Z �' Z j5 U Ir 000 C4 LL. O 2 r H W 0 Z.0 0 C0aL 0LO 0W 0 000 N a0 0 Z rz a. Z 00 V) ZiIrg� W ❑ a' V 1- Z (b v JOB No. N gold SCALE: AS INDICATED J NAIgz U)cj�U)g �' Z j5 U Ir Z C4 LL. O 2 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: JRH QC CHECK: CC JOB No. TM - 2152264 SCALE: AS INDICATED DATE: 05/27/2016 S4.1 WSO4 SD5 O A ti O ap O O O) A 4 N M M M M M M M M N 019 J08 J09 J10 J11 J11 J10 J09 J08 O`5 WSO4 4 B SD5 0 er o CD O 2Onj a O'3 °° °) o o O 4 F WSO4 SD5 S06 SD5 STRAPS REQ'D WS06 SD5 STRAPS REQ'D ROOF FRAMING PLAN 1/4"= 1 1-011 0`5 Q - J08 J09 J10 J11 J11 J19 J18 J17 J16 LO oti a 0 07 WSO4 4 A SD5 STANDARD 2ND FLOOR FRAMING > U) i V NOTES: LLI i z � 000 11 H N Z 0 _ 0 Q �<LL i O 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 0 W) 0 N m WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. > 0 Uj LL - '_ w ADO 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q O 3 0 CL - STRUCTURAL ENG: CFG / BAD TO FOLLOW THE DETAILS INDICATED BELOW" Z -STRUCT: JRH J QC CHECK: OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS LU - JOB No. TM- 2152264 J SCALE: AS INDICATED J DATE: i 05/27/2016 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR S4.2 SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS X SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Z SHEATHING IS NOT CONTINUOUS) 0 N 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. z a. O R C5 w U) EXTERIOR FRAME WALL F oui Pus SCHEDULE W p (TAYLOR MORRISON) 0 WALLS WITH PLASTER OR STUCCO FINISHES z WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE lull - 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX oo D W � 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX "- �n X11111 I i 1*I I////////� LU 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX ���e 00 •••"®" ss/ EXTERIOR FRAME WALL NOTES •• to � °.• �� � �_ z 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED • �' O:= p TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR to Z� Q [r STRAPS REQUIRED STUD SPACING.'` • co �' 0 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS O . .••®�04�•~4 U- & 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 0 REVIEW OF EXTERIOR STUDS cn 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE wj �0 MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS d 27#�`� 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. Q 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO O FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ❑ • 6 Q W c O CY) ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w - Q' U STRAPS J09 O'3 °° °) o o O 4 F WSO4 SD5 S06 SD5 STRAPS REQ'D WS06 SD5 STRAPS REQ'D ROOF FRAMING PLAN 1/4"= 1 1-011 0`5 Q - J08 J09 J10 J11 J11 J19 J18 J17 J16 LO oti a 0 07 WSO4 4 A SD5 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1LC)/N0 SANFORD #16-623 i i z z W &,jz 6 �WW;o0M�9 o2S F Z U) 0 v ' (D:55 adwWejE LL v �� _I U— Z p �0 � >�0 i W STANDARD 2ND FLOOR FRAMING > U) i V NOTES: LLI i z � 000 11 H N Z 0 _ 0 Q �<LL i O 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 0 W) 0 N m WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. > 0 Uj LL - '_ w ADO 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q O 3 0 CL - STRUCTURAL ENG: CFG / BAD TO FOLLOW THE DETAILS INDICATED BELOW" Z -STRUCT: JRH J QC CHECK: OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS LU - JOB No. TM- 2152264 J SCALE: AS INDICATED J DATE: i 05/27/2016 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR S4.2 SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS X SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Z SHEATHING IS NOT CONTINUOUS) 0 N 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. z a. O R C5 w U) EXTERIOR FRAME WALL F oui SCHEDULE W p (TAYLOR MORRISON) 0 WALLS WITH PLASTER OR STUCCO FINISHES z WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE - 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX oo D W � 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX "- �n X11111 I i 1*I I////////� LU 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX ���e 00 •••"®" ss/ EXTERIOR FRAME WALL NOTES •• to � °.• �� � �_ z 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED • �' O:= p TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR to Z� Q [r REQUIRED STUD SPACING.'` • co �' 0 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS O . .••®�04�•~4 U- & 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 0 REVIEW OF EXTERIOR STUDS cn 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE wj �0 MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS d 27#�`� 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. Q 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO O FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ❑ • 6 Q W c O CY) ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w - Q' U NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1LC)/N0 SANFORD #16-623 i i z z W &,jz 6 �WW;o0M�9 o2S F Z U) 0 v ' (D:55 adwWejE LL v �� _I U— Z p �0 � >�0 i W > U) i V O i z � 000 11 H N Z 0 _ 0 �<LL i O 0 W) 0 N m > 0 Uj LL - '_ w ADO O 3 0 CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: JRH J QC CHECK: CC - JOB No. TM- 2152264 J SCALE: AS INDICATED J DATE: i 05/27/2016 S4.2 CONTRACTOR TO AT CORNERS PRECAST "U" METAL LATH OR VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET METAL & BEARING (MIN 3") A LINTEL, #5 TO BE `. PAPER FELT 10" HOOK z W W (L H x 0 w z O Q HOOKED INTO PROHIBITED) 0. SIDE VERTICALS 4. jj e ° °d• ° 'q ° d d q 4. LL d ° °.°' 'e nd ° I d J z v d e JQ d° I la Z w d. Iq 2 U) ° q' ROUGH OPENING PER PLAN 4 4 A q e .° n TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" ° GRADE 40 GRADE 60 ' •'.. d LAP SPLICE BEND 0 LENGTH LAP SPLICE •" 1. i.A " . NO -SHEAR WALL AT OPENING LINTEL PER PLAN TYPI AL SHEAR WALL SEGMENT e #3 17/8 d 7 15 A 41/4 91/4 18 TRANSOM OPENING 21/2 5 5/8 91/2 20 3 121/2 24 #5 : TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 ' •'.. d LAP SPLICE BEND 0 LENGTH LAP SPLICE •" 1. i.A " . NO -SHEAR WALL AT OPENING LINTEL PER PLAN TYPI AL SHEAR WALL SEGMENT "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 TRANSOM OPENING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL 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 ' •'.. LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE •" 1. i.A } .f.. ,.C., „D.. LINTEL PER PLAN ..B,. 11C11 "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 TRANSOM OPENING 21/2 5 5/8 91/2 20 3 121/2 24 #5 : 7 113/4 25 33/4 7 ' 30 FRAME INFILL AROU 33/4 14 30 41/2 81/16 WINDOW BY BUILDER 36 F77�#777. SEE FOUNDATION 9 13/16 16 1/2 r SEE WF01/SD3 FOR / MORE INFO y` ;;; PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D F6-1 B/1 T 8'-4" 415 / 235 1152 / 1152 1694/1552 Q 8F8-1B/1T ON EITHER SIDE U.N.O. O 8RF14-1B/1T Q z C.M.U. o g O 8F38 -1B/1T 9 O ui z O 8F12-1B/1T io BOTTOM REINFORCING PROVIDED L O 8 F40 -0B/1T 04 7-5/8"�TU IN LINTEL (VARIES) 8" NOMINAL WIDTH UNFILLED 0 8F8 -0B/1T O (2) 2X8 WOOD HEADER SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. ' 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. TURNED SIDEWAYS. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF FIRST PLY 2X8 TO -•,'. >':: ' - MASONRY WALL W/ DOOR OPENING p I— 5= i SIMPSON HUS26 HANGER ) @ EA. END. W/ (6) 3/16'"0x CL ' 1-3/4" TAPCONS INTO > STRUCTURAL MASONRY & (4) 10d X 1 DRAFTING: 1/2" NAILS INTO HEADER. ) 2ND PLY TO 1ST PLY W/ -STRUCT: JRH 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 "A" "B" ,.C., „D.. "All ..B,. 11C11 "D" #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 F77�#777. 43/8 9 13/16 16 1/2 35 51/4 9 13/16 213/4 42 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"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT Q0 0 PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 0 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 8 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 / -+1 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6-2" 488 991 /991 2661/2143 5681 /2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'4" 0 328/0 1234/0 1779/0 2662/0 14'4" 0 292/0 1160/0 1660/0 2439/0 0 8RF22-1B/1T Z af LO 0 ,6 z d #5 REBAR AT BOTTOM OF LINTEL O MATERIALS 181-01,0 2181 / 0 750 / 0 1177 / 0 167 6/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSI. 2, fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981 /0 1376/0 22'-8" 0 110/0 1 450/0 824/0 1147/0 RECESSED LINTELS -FILLED HEADER THE NEXT DEPTH DOWN, CLEAR OPENING 8R6-1B/8R6-06 8R14-1B/8R14-0B 8R22-1B/8R22-06 2'-4" 1694/1694 3725/3280 5499/5421 2'-8" 1425 / 1425 3343/3280 4933/4933 X-0" 1230 / 1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE X-4" 1081 /920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 EFREQUIREMENTS TEL F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T �—QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 5'-4" 664/572 1761/1761 2595 /2595 6'-4" 526/434 1539 /1539 1329/2267 7'-4" 480/322 1334/1334 1964/1552 F6-1 B/1 T 8'-4" 415 / 235 1152 / 1152 1694/1552 Q 8F8-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR O 8RF14-1B/1T co LINTEL PLAN 1/8'1= 1 1-011 0° 8F16-1B/1T NOMINAL WIDTH U') CD 000 TYPE DESIGNATION E 0 8RF14-OB/1T �tw' 7 0 0 8F16-0B/1T 1-1/2" CLEAR o ) J U F- cO 8F20-1B/1T q, _ #5 REBAR AT TOP MIN. (1) REQ'D Z 0" 8F20-0B/1T U Q o Q C.M.U. ° GROUT 0 8RF22-1B/1T Z af LO 0 ,6 z d #5 REBAR AT BOTTOM OF LINTEL O 8F24-1B/1T Cl) i CAVITY �`�I` BOTTOM REINFORCING PROVIDED O 8RF22-0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH O 8F24-0B/1T FILLED O�—� N O 8RF30-1B/1T O 8F32-1B/1T 1-1/2" CLEAR . O 8RF30-0B/1T W q. W #5 REBAR AT TOP MIN. (1) REQ'D O 8F32 -0B/1T U _j 00000 Q z C.M.U. o g O 8F38 -1B/1T 9 O ui z O 8F12-1B/1T io BOTTOM REINFORCING PROVIDED L O 8 F40 -0B/1T 04 7-5/8"�TU IN LINTEL (VARIES) 8" NOMINAL WIDTH UNFILLED 0 8F8 -0B/1T O SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 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 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. a i #4 = 2 Y2' d - - ° q + 4 q - az A: 4 a d°' d ° d "B" e .°.'.ol °•' d' �.. d d LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 180° HOOK ADOkREBAR SPLICE DETAIL SCALE: 3/4" _ 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. G -DINGNFORL7F`AE2����~ #16- 1623 f- 0 lip LL U') CD 000 0a Ji�le®l � �tw' 7 0 o ) J U 0 Z 00 W a Q o 11 Z af � Cl) i z 0. J JQ O�—� iD V cn 3�g� W NM� 06 v► 0 v Z OF= J on z Z<< rrwE O Wit Will ~ C4 0 0� 2 U) c �tw' 7 o ) J U 0 Z a 000 11 r � � i z ) ) i JQ iD V cn 3�g� W NM� 06 v► 0 v Z OF= J on z Z<< rrwE O Wit Will ~ C4 0 0� 2 `I S5 U) o ) J U Z 000 11 r � � ZOO O�—� y Q W 00000 1 O 04 J Z N W —�— 700 - UU .) QO p I— 5= i F- ) CL J > STRUCTURAL ENG: CFG / BAD DRAFTING: ) -STRUCT: JRH QC CHECK: CC = JOB No. TM -2152264 J SCALE: AS INDICATED 1 DATE: 05/27/2016 `I S5 IF BRIG. WALL ABOVE- HOLD BRG WALL BACK 2x BRIG WALL PER 2x BRIG WALL PER 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D BELOW U) W a (Ti I I I I (1) #5 FROM FTG. TO LO T- IL 00 (1) #5 CONT. w/ 1-1/2" (1) #5 FROM FTG. TO MIN 4 ° 2 TIE BEAM SPLICE TO a �'� TIE BEAM SPLICE TO a �1_ FOUNDATION PLAN BE MIN. 25" GROUT BE MIN. 25" GROUT' 1-1/2" COVER TYP. CONC. SLAB PER CELL SOLID CELL SOLID 411: i MASONRY WALL v MASONRY WALL l SEE PLAN SEE PLAN ' CONC. SLAB PER z CONCRETE SLAB PER z CONCRETE SLAB PER CONCRETE SLAB PER 000 FOUNDATION PLAN _ �° FOUNDATION PLAN w FOUNDATION PLAN VARIES a FOUNDATION PLAN ° Z SEE PLAN °' e. 4 ° ¢ W 2x PT SILL PLATE 4 .qa°°''e °D I° 2x P.T. SILL PLATE w O 1° 4° °q .I'd 4 co OJ in d �n ' GRADE — co a Ld GRADE Z U 44 d '..p ° I ° ..d a: CWS .. A :• II': •.d '.*'i 4 '• a. . = eI I 04 _ > z ao _�W/ v) IM Q _J ILII— ° ° a 4 Ow z °.�°�4—IMS I—I°� I—� I I-11 `'�' a . — • ' ° I I M I I-1 •III—III 4— — — —45 ° 00 a _ ° ` ° 4 ° d d : — ° —_—_ _ 0 _ _ ._ �, � I I —I I • ° ° —_— — —_ _ I — I — -1 —I --I I I _ -III—III—I — = �• — � . ,. b .�:, • �. � . � ' �° — — � _ —I I I81„ 141„ O _ _�—I � _ I—I I— I 4 _ I-- I I_ _I I —I =III—I I I —I I —I � I—=I _ _ _ _ —III --I I DI I I— _ —PNIF:w I l l=I I IiII I S :; I S (2) #5 BARS CONT.' —I I (2) #5 BARS CONT. I — D ( —III CLEAN COMPACTED DRAFTING: W/ 3" COVER TYP. 3�' COVER ' CLEAN COMPACTED W/ 3" COVER TYP. 3�' COVER FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY Ilk DENSITY 1 4„ lie WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG TM 2152264 SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'4" WIDE w/(3) #5 BARS AFO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING 05/27/2016 3/4"=1'-0" 3/4"=1'-0" SD1 OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 It CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY " BUILDER " aCONC. SLAB PER CONC. SLAB PER FOUNDATION PLAN 8"x12" THICKENED SLAB w/ (1) #5 CONT. 8„ FOUNDATION PLAN w/ 3" COVER TYP. Of IF BRIG. WALL ABOVE- HOLD BRG WALL BACK 2x BRIG WALL PER 2x BRIG WALL PER 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D BELOW U) W a (Ti I I I I CONC. SLAB PER LO T- IL 00 (1) #5 CONT. w/ 1-1/2" "No MIN 4 ° 2 FOUNDATION PLAN COVER TYP. Ile 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4„ i U o FOUNDATION PLAN ' CONC. SLAB PER z z CONCRETE SLAB PER 000 11 w FOUNDATION PLAN a FOUNDATION PLAN w Z ¢ zJO 2x PT SILL PLATE 2x P.T. SILL PLATE w O _j a s Uj > co Q W w Ui 44 d '..p ° I ° ..d a: .4 ••.,d�'' 'r .. A :• II': •.d '.*'i 4 '• a. . 04 a 4'. ° ° a 4 Ow z 4 ° ° d—I I—I°� I—� I I-11 `'�' a . — • ' ° I I M I I-1 •III—III 4— — — —45 ° a _ ° ` ° 4 ° d d : — ° —_—_ _ 0 _ _ ._ �, � I I —I I • ° ° —_— — —_ _ I — I — -1 —I --I I I _ -III—III—I — = �• — � . ,. b .�:, • �. � . � ' �° — — � _ —I I I81„ 141„ O _ _�—I � _ I—I I— I 4 _ I-- I I_ _I I —I =III—I I I —I I —I � I—=I _ _ _ _ —III --I I DI I I— _ —PNIF:w I l l=I I IiII I S :; I S 1-111 I I I I I I I I 1- 16" LU� CLEAN COMPACTED > CLEAN COMPACTED „ FILL @ 95% STANDARD U (2) #5 BARS CONT. w/ 3' 8" 8" FILL 95% STANDARD (2) #5 BARS CONT. w/ 3 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 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN AFO _ DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" % 3/4"=1'-0" W CL p d W CL ° 4 °e ` \ ° _ _ — • .4a• e GRADE � w 9 U) < a I I—I I I_I I I—I I I_I a° _ e P r-, _ W o 1 .°� a` . In ■ pa ° . °4 T1=_ 1 I I—I I I—I I I --d ° • — —2 a ° I —I I— ° ' 4 _ a o4 ° �d e I —�—_ _ I I I—I I—I DI I I—� DI 4 J __ �,_ _ 1 I— I w O d. a.' 4 °• •.' I —I 1- e I I I — —III I I I I I W'— �' ' ° >I— _ (2) #5 CONT. w/ 3„ (2) #5 CONT. w/ 3'1 r = 16" MIN. = I : COVER TYP. (2) #5 BARS CONT. W/ 3" COVER TYP. co COVER TYP. -I I —1 I I—III—III—I I (—I - (2) #5 BENT BARS w/ WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS FOOTING @ SHOWER AT MASONRY E 'z 4" GARAGE TOP VIEW CORNER CONC. SLAB PER FOUNDATION PLAN 7 / 3/4"=1'-0" I \�% CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY THICKENED EDGE JAFO TYPICAL STEP FOOTING DETAIL FILLED CELL PER PLAN - - - -- - ---- --• - - GARAGE WALL BEYOND DRIVEWAY BY 4„ BUILDER- CONCRETE OR PAVERS ''4 p U. CLEAN COMPACTED FILL @ 95% STANDARD lil _I I =1 I I DENSITY 8" 3" COVER TYP. 8" x 8" THICKENED EDGE w/ (1) #5 CONT. vc11401l r THICKENED EDGE @ GARAGE DOOR 6FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. DIAMETER TO BE PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=1'-0" 3/4"=1'-0" NOT USED 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS �1 8 8 LO CLEAN COMPACTED w FILL @ 95% STANDARD 0 DENSITY _ BEARING SLAB STEP DOWN I FO FOOTING AT INTERIOR BEARING W U W 3/4"=1'-0" I; I O U U) W — 3/4"=1'-0"w LL LO T- IL 00 "No ° 2 CD ° W 1 MASONRY WALL - ; W1:4. z dd:. �° M SEE PLAN ��.� ; �.: O 44 SLOPE CONC. SLAB PER ' (1) #5 FROM FTG. TO O '�...°° \ U_ ....� .< FOUNDATION PLAN TIE BEAM MIN. 25 #5 CONT. PER MFG SPLICE GROUT CELL REINFORCEMENT SEE SOLID PER PLANS Q 141' 4I' FOUNDATION PLAN F- d' e.r'; a: FOR QUANTITY �. `S' U C) ° THRESHOLD PER MFG 4 4A LIJ fjH j' o . #5 x 25" x 25" CORNER 4 p °. e. r . o hI °. a .. 1116 BAR, ONE FOR EA ° q ' zu. O ° d HORIZONTAL U .z-.4 ja CONC. SLAB PER w — I = �: ',� I I - -- d ° FOUNDATION PLAN � - I — I - —_ — -- � —� U ° ° a °I REBAR, TYP. U.N.O. I 1 — — 1 I _ _ z C z ° M (2) #5 BARS CONT.. -III I I i I I I I III=1 I I I 111= I ' � I I I- M o �'. •4° 4' 4 .tom C TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION °.' Q 4 d 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVEi— FINISH PER ELEV. PENETRATIAT ON C.M.U. FINISH PER ION PIPE 1 I—I I III—I I FINISH FLOOR ELEV. PENETRATING FINISH FLOOR ISI —ISI= • GRADE PIPE PENETRATING PIPE =III =III— SEE FUN. LOOP TIE (TYP.) _ d4 0 •° —I I PLAN FOR I- "."' — _ —_ — SIZE &REINF. PIPE PERPENDICULAR TO FND =I (_ FOOTING PER PLAN - ' ' j — — —_—I I=1=1 j TOP (2) #5 x 4'-0" =1 11=1 11=III- "' I I —_ — I I I I I I=I I i I CENTERED AT PIPE PVC OR SCH40 SLEEVE CLEAN COMPACTED PENETRATION FILL @ 95% STANDARD FOOTING PER PLAN —I —_" SEE FDNIPLAN I D III - II 4 4 a c (SIDE VIEW) DENSITY -III—I I— FOR SIZE & REINF. PVC SLEEVE (FRONT VIEW) IDIII PIPE VERTICAL THRU FDN I_ —_ ° . a ..<4 1= I I— TYP( AL FOUNDATION PENETRATIONS —I I 111=1 I DI I=D I 1 C 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" 4 , • I,y • "' �..e 2 -STORY CONDITION 10 Uj PER MFG ` '` :•° SLOPE EXT. SURFACE (3) #5 BARS w/ 20" Q 4 U OR GRADE 1/4" PER WIDE FOOTING _ FCLEAN COMPACTED OOT AWAY FROM BUILDING FILL @ 95% STANDARD 0' Q DENSITY rn ELASTOMERIC JOINT FILLER EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0„ �vlLD/ - SANFORD fAR # 6-162—Z aCFO i i Q (D V FD F— W 59- w 06 ❑ �< ei z O IV .� U) v F— O w z : J Z 0� > W O i W i U o ' z 000 11 0 T zJO O _j co Q W 0000 04 Ow z I- LU _j LU O CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: JRH QC CHECK CC = JOB No. TM 2152264 l SCALE: AS INDICATED _ DATE: 05/27/2016 SD1 ' d. w d ' d LU � w ill . > z ENTIRE COLUMN TO IL BE GROUT FILLED LU w " U.N.O. V) d I4 F IF 171 4 4 � � . I' a VERTICAL REINFORCEMENT DETAIL PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL f 1) #5 VERTICAL IN F 3ROUT FILLED CELL (IF C REQ'D PER PLAN) f c COTE: SEE MD08 ON -INTEL PLAN FOR 4DDIT'L REBAR INFO 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) 1 NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW • a CONT. 2x4 BLOCKING •• AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE NAILING SCHE' FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD; O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK OI COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2xi P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR 2x4 #2 SYP BLOCKINC CENTERED STRUCTURAL DOOR BRACKET, EA. THREADED RO SIDE OF DOOR. PLAN / BEARIN, PROVIDE 1-1/2" x 3/16" SCHEDULE. ON THICK WASHER W/ EA. REQUIRED WHI ANCHOR. (1st BOLT TO INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF MASONRY WAL 2x6 P.T. BUCK EACH SIDE OF OPENING BLOCKING PE CHORD WITH (4) 10d WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ 2x4 #2 SYP BLOCKINC 5-1/2" EMBED. AT EA. STRUCTURAL DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. SHEATHING ON BOTH ANCHOR. (1st BOLT TO SIDES FROM TOP OF BE 8" MAX. ABV. CURB, ROOF REST EQ. SPACED JAILS —24" O.C.) DT QAQC DI A' 1/2"=1 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 PLAP 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD EDO:) 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 (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED" TITEN HD ANCHORS w/ MIN. 1 4' EMBED. FOR HOLLOW BLOCK OR 3 1' 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 (2) 2x TOP PLATE (2) 2x PLATE —/ SPF CONT. MIN. 2x4 SPF #2 KNEE -'-r 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 BLOCKINC .x4 3LOCKING ATTACH TO STRUCTURAL SCAB IN EACH TRUSS FOR BEAM SIZE STRUCTURAL SUPPLIED BY A/C SHEATHING ON BOTH COMPANY (3) 10d NAILS TYPICAL SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF 2x4 'X' BRACE ACROSS ROOF SIDES FROM TOP OF JAILS WALL TO BOTTOM OF ki BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER NAILS RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" OCNAILING SCHEDULENAILING LAP W/ (2) 16d NAILS BETWEEN TRUSSES SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED FO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2; NAILS 2x4 #2 SYP BLOCKINC ADD 2x4 VERTICAL REQ'D @ TOP CHORD SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C FOR BEAM SIZE COMPANY (3) 10d NAILS TYPICAL ) AT EACH TRUSS PER PLAN) 2x4 'X' BRACE ACROSS ROOF LENGTH OF • PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p I D TO TOP CHORDS OF TRUSSES BELOW WHEN 1 �, SHEARWALL WALL w/ STUDS @ 16" NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MII NAILS (2) BAYS PAST A/C I �' LOCATION. MIN (3) BA 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYP TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ / A H A 10d NAILS @ 4" O.C. NAILING SCHEDULE 2x PLATES OVER ROOF DECK PER VALLEY + `, K a STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE AT TOP AND SP1 CLIPS FRAMED WALL PER BETWEEN 4FT & 8FT USE 2x6 SYP #2 STUDS +++ NAILED @EACH END PLAN - RADIUS AS REQ'D 3/4"=1'-0" PRE -CAST LINTEL PER PLAN (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 FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 x 2x8 1 3/16" x 3" 12" O.C. 2 TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS fB01A/C IN TRUSSES 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 KNEEWALL OVER MASONRY WALL RE. ELEV FOR O.H. 3/4"=1'-0" I - (2) 2x TOP PLATE 1/2" x 8" ANCHOR BOLT PRE -MANUFACTURED — FLUE PER MANUF. OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN ( (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH FOR BEAM SIZE (ONLY FOR BEAM SIZE END IF OPENING PROVIDED ) WITHIN 10'-0" OF THE GALVANIZED FLASHING PER PLAN) C CONT. ROOF SHEATHING NAIL PER PLANNEAREST ROOF MIN. 2x4 SPF #2 KNEE • PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p I D TO TOP CHORDS OF TRUSSES BELOW WHEN 1 �, 2x PT BOTTOM WALL w/ STUDS @ 16" ` BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS PLATE O.C. w/ STRUCTURAL BELOW AND CONNECT w/ HTS20 @ 32 O.C.• 2x4 FRAMED CRICKET SHEATHING FROM I �' PRECAST LINTEL OR TOP OF WALL TO E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW ` I KNOCK OUT COURSE BOTTOM OF WALL. •. �',, NAILS TO BOTTOM + - + .___�._ AATTACHED PER / A H A CHORD & (3) 10d NAILS + NAILING SCHEDULE 2x PLATES OVER ROOF DECK PER VALLEY + `, K a TO TOP CHORD; NOTE •° OTHERWISE SP2 CLIPS .. FRAMING DETAIL ' ,. MASONRY WALL AT TOP AND SP1 CLIPS \ BUILDER FRAME BETWEEN 4FT & 8FT USE 2x6 SYP #2 STUDS +++ NAILED @EACH END CONC. SLAB - - RADIUS AS REQ'D W a' AT BASE ARE REQ'D KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS fB01A/C IN TRUSSES 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 KNEEWALL OVER MASONRY WALL RE. ELEV FOR O.H. F01 DORMER FRAMING DETAIL 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 TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) w w WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND COMMON TRUSS PER PLAN OR CONY. FRAMING w/ 16d COMMONS END) + 2x4's 11= MASONRY WALL PER J STRUCTURAL SHEATHING PER PLAN AND ROOF I E NAILED TO VERTICAL I- PLAN FINISH PER ARCHSFIN 2x4's + + SEE FOUNDATION �,�3\\�Dh/A CURVED ROOF TRUSSES PER PLAN OR CURVED G + + DETAILS FOR FTG INFO RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN SANFORD NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited -1 X16-1523 i J i 3/4"=1'-0" � 3/4"=1'-0.. 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED — FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" MIN. W LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F BETWEEN FLUE TOP OF CHIMNEY MIN. Z F B a ROOF SHEATHING FOR STRAP ��� 2'-0" ABOVE A POINT & FRAME < I z pill ) WITHIN 10'-0" OF THE GALVANIZED FLASHING 00 C CONT. ROOF SHEATHING NAIL PER PLANNEAREST ROOF Z (0 .. • PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p I D TO TOP CHORDS OF TRUSSES BELOW WHEN 1 �, EXT. SHEATHING (1) SPH4 EVERY ATTACHED PER OTHER STUD TO NAILING SCHED. ` BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE < BELOW AND CONNECT w/ HTS20 @ 32 O.C.• 2x4 FRAMED CRICKET F— Z I �' 2x4 VERTICAL@ 24 W/ GALVANIZED ��. d E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW ` I O.C. MAX. w/ (4) 10d FLASHING zn0 •. �',, NAILS TO BOTTOM + - + .___�._ / A H A CHORD & (3) 10d NAILS + •' 2x PLATES OVER ROOF DECK PER VALLEY + `, K a TO TOP CHORD; NOTE •rl .. FRAMING DETAIL ' ,. IF WALL HEIGHT IS (4) 16d COMMONS ' B DOUBLE TOP PLATE B BETWEEN 4FT & 8FT USE 2x6 SYP #2 STUDS +++ NAILED @EACH END CONC. SLAB - Q W SEE FOUNDATION _ c SIMPSON H3, H4, OR H5 EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) =1 PLAN FOR MORE INFO = III -I H I '° a RAFTER � � 16 COMMONS END + d M _I - � I= 2 4 BLOCKING W/ 2 + NAILED TO VERTICAL 0 F01 DORMER FRAMING DETAIL 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 TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) w w WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND COMMON TRUSS PER PLAN OR CONY. FRAMING w/ 16d COMMONS END) + 2x4's 11= MASONRY WALL PER J STRUCTURAL SHEATHING PER PLAN AND ROOF I E NAILED TO VERTICAL I- PLAN FINISH PER ARCHSFIN 2x4's + + SEE FOUNDATION �,�3\\�Dh/A CURVED ROOF TRUSSES PER PLAN OR CURVED G + + DETAILS FOR FTG INFO RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN SANFORD NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited -1 X16-1523 i J i U) W C Z i W o < I z pill ) 0 00 > J Z (0 .. F— 1` W < : JZ F— Z : F— W ° zn0 i W W 0 ��11�111 i SD2 i C Z ) 0 00 11 F— 1` 0 r zn0 0 V Q W c Ix 0 0 _u 00 0 aN� 1. O J Z W �- 0 O ~ 2 ~ a - J STRUCTURAL ENG: CFG / BAD DRAFTING -STRUCT: JRH QC CHECK. CC C : JOB No. TM - 2152264 SCALE: AS INDICATED DATE: 05/27/2016 SD2 SIMPSON I-__ DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" CONTRACTOR TO FIELD VERIFY WHICH O.C. NOTE: ALL GABLE CONDITION IS REQUIRED. CONTACT EOR BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE 9'-4" < H614'-0" TRANSITION FROM A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE DROP END GABLE w/ W W WALL TO GABLE TRUSS BOT. CHORD A -A GABLE VERTICAL BRACING 2x6 TRUSS 10d COMMON NAILS @ DOUBLE 2x TOP PLATE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" FASTEN SIDE WALL @ 48" O.C. TO 3RD CLG. NAILING SURFACE SHEATHING PER PLAN. 2x4 SYP #2 BRACING @ (2) 16d TOE NAILS FOR WOOD OR (5) 16d NAILS BRACE W TO BLOCKING MAX. EXT. SHEATHING; = O.C. TO RUN BACK TO 'a' ATTACH PER PLAN TOENAILS EA. END DOWN FOR FRAME WALL CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0.. 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 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" A FIELD FRAMED VALLEY DETAIL JQ' CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR TRUSS WITH (3) 12d TOENAILS. O.H. SIZE CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE DROP END GABLE w/ W W BRACE TO PLATE TRUSS BOT. CHORD A -A GABLE VERTICAL BRACING 2x6 3 1/4" HOLD 1/2" J -BOLTS w/ 10d COMMON NAILS @ END NAILS @ EA. PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" (SEE SCHEDULE) @ 48" O.C. TO 3RD CLG. NAILING SURFACE EMBED) MIN, 6" FROM 2x4 SYP #2 BRACING @ (2) 16d TOE NAILS FOR WOOD OR EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W BRACE TO LEDGER MAX. ATTACHMENT w/ (3) 10d = O.C. TO RUN BACK TO 'a' r TOENAILS EA. END DOWN FOR PROVIDE 16d NAILS H DOUBLE TOP PLATE GABLE END TRUSS TO ¢ ch 2x TOP PLATE TO "- PLT.@12" O.C. MAX. = v va GABLE END W/ 16d �I NAILS @ EACH WEB o JO NAILS @ 6" O.C. FRAMING FOR FALSE L L CMU WALL OR LINTEL a' �HGAIOKT BEAM, IF REQ'D w/ (3) CHART -----GABLE BELOW 32" OC @ .. 10d NAILS @ EA. TRUSS ATTACH PER PLAN LSTA18 HEADER TO -\—TIE BRACE 1 FROM TOP OF WALL BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ BRACING (+) CONNECT TO DROP O #5 CONT. SINGLE BASE & TOP ll PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING PER PLAN SHEATHING COVERING IF REQ'D SEE CHART GABLE WITH H2.5 CLIP. H CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0.. 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 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" A FIELD FRAMED VALLEY DETAIL JQ' PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. II GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART WHERE O.H. IS > 1'-0", DROP GABLE BRACING + UP TO 4'-8" 2x4 BLOCKS, (2)16d NAILS EA. END. BLOCK ADJ. @ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'b) GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR TRUSS WITH (3) 12d TOENAILS. O.H. SIZE CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. (1) 2x4 BRACE 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS Cc EA.DIAG. AS SHOW FASTEN ROOF (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE SHEATHING TO BLOCKS w/8d NAILS STRONGBACK W/ (2) 2x4 BRACE DROP END GABLE w/ W W >< REQ'D, SEE CHART 2x FASCIA w (2) 16d A -A GABLE VERTICAL BRACING 2x6 WOOD WALL 10d COMMON NAILS @ END NAILS @ EA. 8" O.C. GABLE END BRACING (SEE SCHEDULE) @ 48" O.C. TO 3RD @6"O.C. Z BLOCKING @ 24" O.C. (2) 16d TOE NAILS FOR WOOD OR 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 _ 7- 0 (1) 2x4 BRACE 7'-0" < H 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 SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D WHERE O.H. IS > V-0", SEE CHART. EACH END.AT 24 O.C. '"�---- 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO (2) 16d NAILS TO EA. DIAGONAL ------ GABLE VERTICAL l' 2ND 2x4 BRACE IF DROP END GABLE w/ W W >< REQ'D, SEE CHART 2x FASCIA w (2) 16d A -A GABLE VERTICAL BRACING 2x6 WOOD WALL 10d COMMON NAILS @ END NAILS @ EA. 8" O.C. GABLE END BRACING (SEE SCHEDULE) PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1"-' (2)16d NAILS PLT. TO NAILS, TOENAILED 45' FHING PER PLAN CONT 2x4 1 W < STUD TOP & BOTTOM WHERE O.H. IS > V-0", EXT. SHEATHING; EACH END.AT 24 O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. SCHED. (2) 16d NAILS TO EA. PER PLAN TO STUD) l' 2x4 DIAGONAL BRACE DROP END GABLE w/ W W DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d TO MASONRY. AT MAIN SPAN ROOF WOOD WALL INTO BLOCKING, (4) 8d END NAILS @ EA. UPLIFT CONNECTOR 2x4 #2 SYP P.T. (SEE SCHEDULE) @ 48" O.C. TO 3RD OUTLOOKERS @ 24" Z BLOCKING @ 24" O.C. (2) 16d TOE NAILS FOR WOOD OR SIMPSON H2.5(TYP.) MASONRY W/ (2) 12d END NAILS BRACE TO LEDGER 11"i- HOLD WALL 3-1/2" BAY REQ'D w/ O.C. TO RUN BACK TO 'a' r DOWN FOR ' Z H DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN STRONGBACK, SEE 1 ST COMMON TRUSS a HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK & haw EXTERIOR SHEATHING. CHART -----GABLE WITH (3) 12d TOENAILS. Z TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO 0 1 FROM TOP OF WALL STUDS TYP. BASE BRACING (+) CONNECT TO DROP O TO BOTTOM CONNECTION ll 2x8 #2 SPF STUDS AT SHEATHING PER PLAN SEE CHART GABLE WITH H2.5 CLIP. H U DTC CLIP, (2) 8d NAILS ] LULli O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR MAX 2'-0" O.H. w LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN ." �" IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & W 6" FROM EACH END AND WALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING ] -STRUCT: JRH STRONGBACK IF REQ'D'n CONT. 2x4 CC = JOB No. TM- 2152264 J SCALE: PER CHART W 0 DATE: 05/27/2016 (5) 16d NAILS BRACE 2x4'S @ 24" O.C. 0 TO BLOCKING O A GABLE END z -- ---- PROVIDE 2x4 BRACE SHEATHING FASTEN GABLE END TO EA. ADJ. DIAG. PER PLAN SHEATHING FASTEN FASTEN TO DIAG.w/(2) coPER SPLICE AS REQ'D W PLAN. 16d NAILS. Q STUD TOP & BOTTOM CD EXT. SHEATHING; EACH END.AT 24 O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. SCHED. (2) 16d NAILS TO EA. PER PLAN TO STUD) l' SIMPSON META16 @ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d TO MASONRY. AT MAIN SPAN ROOF WOOD WALL INTO BLOCKING, (4) 8d END NAILS @ EA. UPLIFT CONNECTOR 2x4 #2 SYP P.T. (SEE SCHEDULE) NAILS INTO TOP PLATE OUTLOOKER Z BLOCKING @ 24" O.C. (2) 16d TOE NAILS FOR WOOD OR SIMPSON H2.5(TYP.) MASONRY W/ (2) 12d END NAILS BRACE TO LEDGER 11"i- HOLD WALL 3-1/2" @ EACH END r DOWN FOR ' Z H DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d O J HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK & haw EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO 0 1 FROM TOP OF WALL STUDS TYP. BASE k LU TO BOTTOM CONNECTION ll 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS ] LULli 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 ." �" IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEENFRAME 6" FROM EACH END AND WALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING ] 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) 24'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 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 "APSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL CL --- SIMPSON H10A DIAG. 0 TO BLOCKING LL ,��®r\\\tillIf►1///®/�/ LO LL .0\ /® W r 00 t -a GABLE BRACING @ 48" — PROVIDE 2x BLOCKING �Cj O.C. MAX. 45° FROM FOR NAILING 1_ * Iw- d. O J HORIZONTAL (+/- 10°) ® ®: = � Z BRACE NOT REQUIRED Z Q 6 FROM EAVES. TRUSS PER PLAN 'r �\"� } O 64 64 64 SEE PLAN FOR O ��o//llllllll1111��`�® LL SUPPORT AND TIE —� DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS 0 @ 48" O.C. FOR FIRST 3 w BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; IL OiFOR REy o ONNECT ONS MAY ALSO BE 0 MASONRY) U '-o 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q C 0 M :O li Z O Ica co GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" EL W NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED Win TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN i GABLE TRUSS CD EXT. SHEATHING; ATTACH PER NAILING Fn 3Pg* SCHED. (2) 16d NAILS TO EA. COMMON TRUSS l' SIMPSON META16 @ W 32" O.C. GABLE TRUSS j TO MASONRY. AT MAIN SPAN ROOF WOOD WALL TRUSS LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS 12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL Z SHOWN, SEE PLAN W FOR WOOD OR • W MASONRY rGEO GABLE END AT VALLEY FRAMING 3/4"=1'-0" INC 5kNEORD C� OEPAR.�,�4� NOT USED 6 23 1/2"=1'-0" I 3/4"=1'-0" I \"_� 1/2"=1'-0" I \ / COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. i CD Z J Fn 3Pg* W l' W 0 Z_ j Q $ H W W Q 1z * < i _ J �- Z Z W 0 • W V 11 C W 11"i- U) C ] Y C Z 0 00 11 ' Iii— 11"i- 0 r ' Z H O J 0 haw j LO 0 1 = 0 00 0 204 0WtL ] LULli U —.1 0 HSN STRUCTURAL ENG: CFG / BAD DRAFTING ] -STRUCT: JRH QC CHECK: CC = JOB No. TM- 2152264 J SCALE: AS INDICATED DATE: 05/27/2016 SD3 NOTE: PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PLATE LENGTHS MUST BE AT PENETRATION OF LEAST 8'-0" LONG. TYP. MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP TOP & BOT + 10d x 3" COMMON OPP. PLATE + DOUBLE 10d @ 3" O.C. II II II 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) TOP SPLICE ❑ = 0 I I II IIII W FLATWISE (2) 16d + O.C. MAX.; U °�- D02 LEDGER @ LOW ROOF NAIL BOTTOM PLATE Z 0 O NM NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE CL SIMPSON H3 CLIP 2x4 BEYOND AGAINST TO CORNER STUD PACK w/ (4) 10d NAILS Q a) REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS w CUT TO FIT 00 A8°M7 N. 2x8 STUDS ol OPENING SIZE 1 BEYOND SEE PLAN Z 0 ATTACH 2x STUDS TO F1 EXTERIOR SHEATHING SCHEDULE TOP PLATE W/ (4) 16d L W W NAILS ((2) ON EA. SIDE) J TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO CONDITIONS TOP PLATE W/ (4) 16d o Z NAILS ((2) ON EA. SIDE) 000 11 2x8 STUDS PER TYP. AT ALL EXTERIOR ZJ0 FRAMING PLAN CONDITIONS 0 N Q W C � 0 1 TOP SPLICE BOTTOM SPLICE OVER y CV m STUD ] � ~ O W U ` ��a0 u O F` N DOUBLE 2x8 TOP PLATE rVFO TYPICAL TOP PLATE SPLICE @ BRG. WALL DOUBLE 2x4 TOP 10d x 3" COMMON OPP. PLATE cn PROVIDE 2x4 ON TOP II II II OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION — NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON 10 2 1/2" z W 1 1/2" zA I iv N I N N `%j 10d x 3" COMMC OVERLAP TOP PLATE 10d x 3" COMMON OPP. w = cn IIII II II II JOINT, MAX. 1/8 GAP LEDGER TO LEDGER PER PLAN AT CORNER SIDE Q o IIII z z ❑ = 0 I I II IIII W FLATWISE (2) 16d 0 O.C. MAX.; U °�- D02 LEDGER @ LOW ROOF NAIL BOTTOM PLATE Z 0 O NM NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE CL SIMPSON H3 CLIP u -0O `" TO CORNER STUD PACK w/ (4) 10d NAILS Q a) REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS w CUT TO FIT 00 F_ ••�� TOP PLATE CORNER TRANSITION co (2) 2x4's (2) 2x6's 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 ��.•' '• �2-� BEYOND 72 INSTALLED VERTICALLY. O 0 NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS O r Co4✓ < -'b� _•O � z ,� z @ 3" O.C. ROOF SHEATHING, oo Uo U LLI U C7 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 'A' = NAIL SPACING FASTEN PER PLAN a - J ----- F—I--� I� w? ¢ 11 °I OV SC O S ROOF SHEATHING, " I I 6 I I 11 11 I I o Q i? = NAILS @ 3 O.C. ?���R�qA Tp ROOF SHEATHING, 2+44 Y, 10 FASTEN PER PLAN c Q 1I I I II 11 1I LU w 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2" T 'S' G T Nc T FASTEN PER PLAN N 11— — JI— - _ II II II IL 0 COMMON NAILS @ 3" O.C. y Up 'y TypR&& III p ty CD @ NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL — o — ° py Oy III III I I 11 I WALL SHEATHING O = EDGES 6" O.C. U.N.O. ON PLANS ° 2x4 FRAMING @ 24" III III I I I I I SPLICE, SEE SPLICE 777Z 1 DETAIL. MAX 1/8" — 5@ STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. III OPENING III II II II SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 10d x 3" w I' DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS AT JOINT III III I I PANELS z >_ ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" p.C. PROVIDE (4)10d x3" III I I I�01I I I � HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT 3 � PER -ENG TRUSSES III TYP. III I I 11 I I 0 TOP & BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS III AROUND III 11 I I I I 2x STUDS BEYOND, O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. III OPENING 11( II I I 11 SEE PLAN FOR MORE W w VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION INFO I- z � O SHEATHING & PER PLAN PER -ENG TRUSSES 2x FASCIA 2x FASCIA PER PLAN 10d x 3" COMMC OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE O z L) co 0 EDGE DISTANCE PER V-VIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN e J N 10dx3" z W W W v O a N z a 2 U W W 10d x 3" OPP. SIDE H r,% \NCE PER L w O O z m W O _l O �N N.,0 `�.� <r a. 00 P r® IIIT -Ti— — —rI — rIII I I I I I w = cn IIII II II II JOINT, MAX. 1/8 GAP LEDGER TO LEDGER PER PLAN I I II IIII NAILING PER Q o IIII II II II ❑ = 0 I I II IIII W FLATWISE (2) 16d 0 O.C. MAX.; NAILS EACH END SHEATHING SPLICE DETAIL °�- D02 LEDGER @ LOW ROOF ----- --------- O NM NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE O.C. MAX. SIMPSON H3 CLIP u -0O `" — _ — — — — FLOOR SYSTEM — REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS w CUT TO FIT 2x BOTTOM PLATE F_ ••�� ol OPENING SIZE 1 BEYOND SEE PLAN Z 0 SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE 3/4"=1'-0" L W SEE IPLAN BLOCKING GYPSUM WALLBOARD (2) 8d TOE NAILS TO SHEATHING PER PLAN CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOENAILS 0 JOINT, MAX. 1/8 GAP LEDGER TO LEDGER PER PLAN (2) 1/4" X 4'/2' SIMPS..7 NAILING PER 2x4 PT LEDGER W/ 1/4" x4' TAPCONS @ 12' 2x4 LEDGER W/ (2) 16d 2x FRAME WALL PER NAILS @ 16" O.C. MEMBERS ONLY SCHEDULE O.C. PLAN TO GABLE END STUDS 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR W FLATWISE (2) 16d O.H. SIZE O.H. SIZE O.C. MAX.; NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL F1 TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF SYP #2 LEDGER w/ 1/4" NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR J SHINGLE ONLY REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS j3/4"=1'4" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS ROOF SHEATHING, 2x4 #2 SPF NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END @ EACH STUD 12d NAILS @ EACH END ++ 2x12 BOX HDR w/ 2x8's + . x TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED \)v SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE 7 (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACINGEXTERIOR SHEATHING STRAP AROUND w SEE PLAN FOR LINTEL w/ (2)ROWS OF `+ ' ++ (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR NAIL PER PLAN TALLER STUD) uJ 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & +; CONNECTION c� 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x CONNECTION + 2x BRG WALL, SEE STAGGERED INTO TRUSS & 3 12d "" + + O EACH VERTICAL PLAN FOR STUD SIZE & TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO2x8 #2 SPF VERTICAL U.N.O. LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS 1-1 LINTEL LINTEL PER P @ 24" LAN O.C. w/ EXT. LINTEL PER PL 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. .Q SHEATHING PER 2x BLOCKING w/ O 2 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY TRUSS MEMBER STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET Cr -In UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER F1 SECTION @ DOUBLE BEARING AF�lSTEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDERSO4 HEADER @ POCKET SLIDER 3/4"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN c 5/8" THREADED ROD w/ 0' NUT SET IN ADHESIVE v \ a 11 f SEE FOUNDATION i i PLAN FOR ADDITIONAL u 9 INFO SIDE VIEW @ BASE OF POST (CD�OCORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/z" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3MV SIMPS. SD; SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A- 12 12" O.C. SEE PLAN SIMPSON H3 CLIP • Z ••' V.. ^tea. z SHEATHING PER PLAN 2x4 SYP #2 LEDGER. 0 TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/2' SIMPS..7 CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. W 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 J SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 3/4"=1'-0" I % 1/2"=1'-0" I COPYRIGHT MCD 2014: The information co.-ntained 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 LL • Z ••' V.. ^tea. z ♦ 0 U-5 Y' Q w O ®///lllllllNt,�� 06 Si 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ 24" O.C. TRUSS PER PLAN WOOD/MASONRY WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) 11-1/2"=11-011 2x8 TO UNDER SIDE OF ROOF SHEATHING 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"=1'-0" ING � 'PA9 -162' SD4 z J U-5 Q W N'14 06 Si W (D je glg Q 8 -�j H J U) o .. Z J O W W F_ ••�� _ _ -j Z 0 I— W H . ] L W W C J U o Z J 000 11 ZJ0 0 N Q W C � 0 1 000 O 0000 y CV m ] � ~ O W U ` ��a0 u O F` N 0- u C STRUCTURAL ENG: CFG / BAD DRAFTING:. -STRUCT JRH -- -- - J QC CHECK: CC = JOB No. TM -2152264 u SCALE: AS INDICATED DATE: 05/27/2016 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 LINTEL AS PER PLAN a WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS CONNECTIONS OR SIM) IS PROVIDED SCHEDULE DBL. TOP PLATE Xt NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE SEE ARCHITECTURAL S1 TWO STORY PARALLEL FLOOR CONNECTION NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR PLAN FOR OVERHANG BARRIER (FELT PAPER LOCATION & SPACING HDR. PER PLAN PRE-ENGINEERED INFO STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE — STRUCTURAL COL PER PLAN FOR SIZE AND O.C. 2x STUDS, SEE REQ'D # OF STUDS DOUBLE 2x TOP PLATE REQ'D # OF STUDS FRAMING PLAN FOR WINDOW AS SPACING AND GRADE SOLID SHEATHING @ z SCHEDULED STRAP W/ (10) 10d TO AND SEE ARCH PLAN x1-1/2" @ 24" O.C. (USE' 2x BOTTOM PLATE TO VERIFY SIZE EXTERIOR FINISH PER v HEADER iZ PLAN STUDS & (8) 1/4" X INT. FINISH PER PLAN 3/4" FLOOR SHEATHING MID -SPAN BLOCKING F 2x BOTTOM PLATE w/ 3/4" FLOOR SHEATHING U.N.O. U) (2) 12d AT 12" O.C. 2-1/4" TITEN SCREWS SP8 @ 2x8 STUDS) N 3/4" FLOOR SHEATHING INSULATION PER PLAN I ATTACHED PER SEE DETAILS WS10, < ShF NAILING SCHEDULE LLJh i W WS11 OR WS13 FOR TO LINTEL COURSE. ADDITIONAL FLOOR TRUSSES SEE U) PLAN FOR DEPTH AND SIMPSON LSTA30 FT INFORMATION THIS SIMPSON LSTA30 > U USE SIMPSON Z O � DIRECTION SHEET " C.5 NOTE: ALL FLOOR STRAP (MAX 10° 0 SP8 @ 2x8 STUDS) TRUSSES TO BE P.T. IF MSTCM60 STRAP W/ Z O NO MOISTURE /- HEADER - SEE 2ND w W BARRIER (FELT PAPER Ld OR SIM) IS PROVIDED 0W)O ANGLE) 10d BEARING (20) 16d SINKERS & (14 N SEE PLAN >J Up LINTEL AS PER PLAN NAILS. BEND STRAP LINTEL AS PER PLAN a WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS 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 CONNECTIONS OR SIM) IS PROVIDED SCHEDULE 6 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 S1 TWO STORY PARALLEL FLOOR CONNECTION NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR fiS1FLOOR TRUSS TO GIRDER CONNECTION 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 DOUBLE 2x TOP PLATE 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 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) %4'X2 %4' 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 SHALLfiSO�TYPICAL TWO STORY COL. @ GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 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 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ AGAINST TRUSS (2) 12d @ 12" O.C. 2 O 12d @ 12" O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT 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 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM 16d NAILS; BOTTOM F I RIBBON TO BE PT WALL, STUDS @ 16" RIBBON TO BE PT IF BRG DIRECTLY T SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN I4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER ( 3" O.C. WALL MASONRY WALL PER • BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN L MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SHEATHING &CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 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 OR SIM) IS PROVIDED SCHEDULE 6 TRUSS PER PLAN TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fi7S1)\CANTILEVERED FLOOR TRUSS CONNECTION fiS1FLOOR TRUSS TO GIRDER CONNECTION HEADER W ��g♦ i SIMPSON MSTAM36 W DOUBLE 2x TOP PLATE — SIMPSON SP4 w/ (6) 10d � DOUBLE 2x TOP PLATE Q SOLID SHEATHING @ z TYPICAL TRUSS TO STRAP W/ (10) 10d TO x1-1/2" @ 24" O.C. (USE' 2x BOTTOM PLATE 2x BOTTOM PLATE v HEADER iZ FRAME CONNECTION. STUDS & (8) 1/4" X . � 3/4" FLOOR SHEATHING O F 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d U) SEE STANDARD 2-1/4" TITEN SCREWS SP8 @ 2x8 STUDS) N r ATTACHED PER ATTACHED PER < ShF x1-1/2" 24" O.C. USE @ LLJh i W CONNECTOR NOTES TO LINTEL COURSE. 2 NAILING SCHEDULE U) NAILING SCHEDULE SIMPSON LSTA30 FT SP6 @ 2x6 STUDS & SIMPSON LSTA30 > U USE SIMPSON Z O � 11 " C.5 STRAP (MAX 10° 0 SP8 @ 2x8 STUDS) STRAP (MAX 10 MSTCM60 STRAP W/ Z O O —� /- HEADER - SEE 2ND w W Q Ld ANGLE) W/ (22) 10d 0W)O ANGLE) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 N >J Up Z L NAILS. BEND STRAP HEADER SIZE & REQ'D L QO= (2) 2x SPF TOP PLATE E STRAP NAILS. BEND S BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS i � JAMB STUDS w 0 OVER TOP PLATE MIN. 0- U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO O STRUCTURAL ENG: CFG / BAD . DRAFTING: — _._.- 3", THEN RUN DOWN U -STRUCT: JRH 3", THEN RUN DOWN QC CHECK: 26" DEEP = JOB No. TM - 2152264 Ca FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN �- IF HEADER IS UPSET HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR SYSTEM INSTALL LINTEL COURSE OR AND WINDOW IS m W EXTERIOR SHEATHING LOWER: (1) 2x SILL Q HEADER SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) HEADER OPENINGSLL LESS THAN 4FT:(1) 2x STRAP W/ (11) 10d TO SILL PLATE w/(2) 10d+���«®«a-01•ee«�J'rr�/ FLOOR TRUSS SEE TO BOT. RIBBON, NAIL «. ° ,� se d00 LARGER THAN 4FT: (2) "�.�«r ® «pc`c � < o Q 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x � U) Z 00 EXTERIOR SHEATHING UNDER COLUMN U.N.O. .., A� . z rra Z p \ «« ® �� Q R rr��'��%/ ,®.* FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (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. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/(2) 10d SILL PLATE w/(2) 10d BARRIER (FELT PAPER 3/4"=1'-01, 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED 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 4AJA� STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER 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 USE A 35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 E). . END FOR CLIP AT AR EA 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 f (2) SIMPSON LSTA18 1/4" TITENS INSTEAD. THAN 6' SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN / INFO. (2) SIMPSON META16 FLOOR W/ (14) 10d N LINTEL COURSE OR " / 2x TOP & BOT. SIMPSON LSTA30 w/ — REFER TO FLOOR TRUSS TO MASONRY WALL NAILS INTO FILLED CELL USE RIBBONS, CONT. (11) 10d TO STUDS 1/4" X 1 3/4" TITENS ) ABOVE PLATE U.N.O. FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED ATTACH 2x STUDS W/ BARRIER (FELT PAPER PER NAILING SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN STANDARD CORNER A -A IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/36 ( ) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP 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) %4'X2 %4' 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 SHALLfiSO�TYPICAL TWO STORY COL. @ GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 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 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ AGAINST TRUSS (2) 12d @ 12" O.C. 2 O 12d @ 12" O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT 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 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM 16d NAILS; BOTTOM F I RIBBON TO BE PT WALL, STUDS @ 16" RIBBON TO BE PT IF BRG DIRECTLY T SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN I4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER ( 3" O.C. WALL MASONRY WALL PER • BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN L MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SHEATHING &CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 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. I LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 3/4"=1'-0" 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 a SEE ARCH DWGS FOR W TOPPING INFO 3/4" PLYWOOD FLOOR SLOPE CONTRACTOR TO 'a PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB E 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 NOT USED 3/4"=1'-0" 3/4"=1'-0" W Q — SOLID SHEATHING @ p OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fi7S1)\CANTILEVERED FLOOR TRUSS CONNECTION fiS1FLOOR 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. I LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 3/4"=1'-0" 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 a SEE ARCH DWGS FOR W TOPPING INFO 3/4" PLYWOOD FLOOR SLOPE CONTRACTOR TO 'a PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB E 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 NOT USED 3/4"=1'-0" 3/4"=1'-0" W Q — SOLID SHEATHING @ p vJ J HEADER W ��g♦ i W W — SIMPSON SP4 w/ (6) 10d � Q z i x1-1/2" @ 24" O.C. (USE' Z v iZ O . � SP6 @ 2x6 STUDS & � O F O U W�� W JZ U) 6 SP8 @ 2x8 STUDS) N 0 0 LLJh i W �- CLF- 2 U) - (2) 2x SPF TOP PLATE O W > U i Z O 00 11 U.N.O. 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DRAFTING: — _._.- -STRUCT: JRH QC CHECK: CC = JOB No. TM - 2152264 SCALE: AS INDICATED _. DATE: 05/27/2016 SD5 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 f SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4" TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACHED PER NAILING SCHEDULE (2) 2x4 #2 SYP PLAN (2) 2x4 #2 SYP EBLOCKING w/ SIMPSON BLOCKING w/ SIMPSON HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER see PLA" NAILS. UNDER see PLAN WINDOW JAMBS ONLY jk WINDOW JAMBS USE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY(SHOWN) ON MASONRY USE MASONRY (SHOWN) META16 24" O.C. OR MASONRY WALL F OR WOOD WALL PER @ OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) SECTION @RAISED HEEL TRUSS fisf SECTION @COMBO TRUSS AF0 WALL SPLICE DETAILS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=1'-0" """'^'-^ M" OTHERS LEDGER AT GIRDER PLAN EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER — � NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILIN TRUSS SCHEDULE IPRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. Ulc RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP Z PLAN[DRAWINGS— (_ 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) NOT USED EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v ARCHS O.C. - SEE FRAMING EXTERIOR SHEATHING O.C. w/ EXT. SHEATHING PLAN FOR MORE INFO. FROM TOP OF WALL O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER BOTTOM OF TRUSS/ TO BOTTOM OF SILL 2x4 BLOCKING GIRDER SEE PLAN FOR W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d PLATE ATTACH PER WINDOW ATTACHMENT — - NAILING SCHEDULE to SHEATHING PER PLAN (2) 12d TOE NAILS ROOF SHEATHING — H2.5 EA. ATTACH PER NAILING ATTACH PER NAILING REQ'D FROM STUDS TO ISIMPSON TRUSS I SCHEDULE < IPRE-ENGINEERED — 2x8 #2 SYP P.T. SILL MORE INFO IF TRUSS PER PLAN TRUSSES ARE PLATE w/ 1/2" EPDXY — PARALLEL TO WALL L 2x6 #2 SYP CONT. ANCHOR BOLT OR � 111 �° ' LEDGER W/ (2) Y4'"x3-1/2" I SIMPSON LUS26. USE J -BOLT W/ MIN. 7" RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY C (TRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS UNDER 2ND STORY COLUMNS, PROVIDE TRUSS SHOP FROM EA. END - USE (3) ANCHOR BOLT OR [DRAWINGS— I_ SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ J -BOLT W/ MIN. 7" UNDER 2ND SOTRY COLUMN LOCATION. S MIN. (4) 16d NAILS TO a �aW EMBEDMENT @ 32" EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T'.`USEO16dN S) C OVERLAP BOTTOM I 604 LEDGER @ LOW ROOF 1 PLATE 1 1/4" (MIN.) ° 3/4"=1'-011 s M CONT. #5 IN TIE BEAM NOT USED EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v ARCHS O.C. - SEE FRAMING O.C. w/ EXT. SHEATHING PLAN FOR MORE INFO. FROM TOP OF WALL TO O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER BOTTOM OF TRUSS/ ) 2x4 BLOCKING GIRDER SEE PLAN FOR W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < WINDOW ATTACHMENT BETWEEN STUDS W/ - INFO. IF WALL to SHEATHING PER PLAN (2) 12d TOE NAILS LSTA18 STRAPS ARE ATTACH PER NAILING EACH END REQ'D FROM STUDS TO O SEE FLOOR PLAN SCHEDULE < SEE LD02/SD4 FOR 2x8 #2 SYP P.T. SILL MORE INFO IF TRUSSES ARE PLATE w/ 1/2" EPDXY FOR MORE INFO PARALLEL TO WALL L ANCHOR BOLT OR � 111 T ATTACHED PER J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY C EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY E UNDER 2ND STORY COLUMNS, PROVIDE FROM EA.END ANCHOR BOLT OR SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL J -BOLT W/ MIN. 7" UNDER 2ND SOTRY COLUMN LOCATION. S a �aW EMBEDMENT @ 32" C SHEATHING TO O.C. & 3" FROM EACH C OVERLAP BOTTOM END 1 PLATE 1 1/4" (MIN.) ° 1x PT NAILER AS REQ'D s M CONT. #5 IN TIE BEAM =4' a. EXT. FINISH PER ARCHS m fiFl 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 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR ��"< OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d 2x4 CONT. W/ (2) 12d SYSTEM BELOW FLOOR NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO -- 71, 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 EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d W 2nd STORY WALL NAILS @ EACH END. BOTTOM PLATE BLOCK ADJACENT Q ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO H BLOCKS W/ 8d NAILS @ W 6" O.C. 0 w W (5) 16d NAILS BRACE z TO BLOCKING 0 a N PROVIDE 2x4 BRACE Z 13 - TO TO EACH ADJACENT O DIAGONAL, FASTEN o TO DIAGONAL W/ (2) W U) 16d NAILS LU IF SHEATHING IS NOT CONNECT TO DOUbLt UjUj CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN 0 PLATE, SP8 TOP AND NAILS @ 6" O.C. O O.S.B. TO OVERLAP BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" Z FROM (MIN.) O.C. MAX. 45° C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL FROM 10°) FLOOR 2x BEARING WALL 1/4" XX 3-11/2" SIMPSON BRACE NOT REQUIRED m W 6' FROM EAVES. Q WITH ROOF LOAD SDS SCREW @ 16" O.C. p fiF 1 BRACING @ 2 STORY FRAME WALL 111111 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. PER ELEV. 1/111� Jim PLATES U.N.O. 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING O1/2" A FROM TOP OF WALL TO O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER BOTTOM OF TRUSS/ ) MORE INFO MAX 5" FROM KING STUD GIRDER SEE PLAN FOR W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < WINDOW ATTACHMENT U - INFO. IF WALL to SHEATHING ISN'T CONT. LSTA18 STRAPS ARE B REQ'D FROM STUDS TO O SEE FLOOR PLAN GIRDER BELOW < SEE LD02/SD4 FOR REVIEW THREADED ROD SPACING MORE INFO IF TRUSSES ARE J a FOR MORE INFO PARALLEL TO WALL L ROOF SHEATHING � 111 T ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 0� 9Y CPF T(1P 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 C 0 J F_ W U) _ J 0 ) LU 1/111� Jim PLATES U.N.O. J O1/2" A THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER < L ) MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < U (2) 2x HEADER NAILS INTO HEADER to IF PORTIONS OF THIS WALL B SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O SEE FLOOR PLAN ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER < BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO J a FOR MORE INFO BOTTOM OF FLOOR SYSTEM L � 111 T Z IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY C z��0 E UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. S a �aW 111-1'-011 C C 0000 1 ' s M N 2x STUDS SEE PLAN ' � m > O J Z STUDS ABOVE ARE LU JU ' , ' �. O i 0= TO ALIGN W/ STUDS 0 M BELOW STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: JRH J QC CHECK: CC B = JOB No. TM- 2152264 j SCALE. AS INDICATED ? DATE: 05/27/2016 2x SPF BASE PLATE PRE-ENGINEERED E D ' FLOOR SYSTEM t KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO ' 2x STUDS SEE PLAN STUDS ABOVE ARE TO B ALIGN W/ STUDS BELOW ' ' ' ' 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO 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 C 0 J F_ W U) _ J 0 ) LU J O1/2" A THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER < L ) MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < U NAILS INTO HEADER to IF PORTIONS OF THIS WALL B SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER < BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO J a BOTTOM OF FLOOR SYSTEM L � 111 T Z IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY C z��0 E UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. S a �aW 111-1'-011 C C 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 C 0 J F_ W U) _ J 0 ) LU SD6 J ) U to z 000 J a � 111 T Z z��0 a �aW 0000 1 ' s M N ' � m > O J Z LU JU ' , ' �. O i 0= 0 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: JRH J QC CHECK: CC = JOB No. TM- 2152264 j SCALE. AS INDICATED ? DATE: 05/27/2016 SD6 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO F - OF LANDING W/ MIN. (6) FLOOR SYSTEM 16d NAILS FROM LEDGER TO STUD PACK Q - - h LINE UP 2xJOIST IN w LINE WITH MIDDLE p STANDARD (3) 2X12 2x12 STRINGER TO BE in STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR z SYSTEM & LANDING FRAMING 2xJOISTS @ LANDING N z @ 16"O.C. W/ SIMPSON z A35 OR LUS26 HANGER O z ON EACH SIDE Q V U_ LU c!) 00 H Q �r 6" MIN. Ln D w 101, p O O z (2) 2x BEAM PER 2xJOIST (P.T. IF J SCHEDULE REQ'D @ 01 4'-0" MAX 01 ATTACHING TO 5 LU END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT 9 Q STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAMTO MATCH JOIST NAILS @ 16" O.C. MAX. 0 iO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z U_ J BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" O®�e���ll'I'/�I/// �� BELOW O.C. MAX. FOR co 10"MIN. ����� �c ,///iwryer 00 ti A -A PLAN VIEW a@ 90 DEGREE TURN LANDING MASONRY WALL) Z �� ®..®®�� SEE SCHEDULE FOR MAX WIDTH OF LANDING O ``` � • �2 � � U) Z e Q'- �% .e MIN. 2x SYP #2 0.... ".�W d U U STUDS REQ'D @ END d' k U � w ®• Z 0 4 OF LANDING W/ MIN. (6) 3/4 PLYWOOD OR OSB ® SEE PLAN FOR DEPTH SHEATHING OVER w O 16d NAILS FROM OF LANDING T = z' ��. J LEDGER TO STUD LANDING ATTACHED STAIR WINDER D E 1 AI L PACK PER GENERAL FLOOR OJ ',,�4de"�.��a�* p ®\�\�� w CONSTRUCTION ¢ e e NOTES _.� MID SPAN BLOCKING - TO MATCH JOIST PLYWOOD SHEATHING U 'D - , DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING W 40 STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER a a � c���0 �, SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR SIMPSON A34 / A35 CONSTRUCTION O U 0 ry CLIP TO FLOOR g ? NOTES p 0 SYSTEM & LANDING O z 1 MAX Q .. 0 FRAMING U_ g BEAM @ END OF M _jO LANDING PER SCHEDULE w , G w W Q 4, U SEE PLAN FOR U�v MASONRY WALL OR WOOD WALL O z O �� SIMPSON A35 Z M B B CONNECTIONS Q CC W MASONRY WALL OR O FRAME WALL BEYOND d Lj (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO p Z END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OFF BEAM M TO LEDGER � STRINGERS TO CROSS SECTION A LC ER CONNECT TO. BEAM @ 16 O.C. W/ SIMPSON LEDGER w/ (3) 16d A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. F_ W FUiz g . TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" p ..J N C�i M n F� BUILT UP COLUMNS x 3 1/2" TITENS @ 16"Q 06 z in 0 BELOW O.C. MAX. FOR MASONRY WALL) STRINGERS TO BE O Q Z 0 - m r " ] O J Q��z A -A PLAN VIEW 180 DEGREE TURN LANDINGNOTCHED AT LANDING 12 SEE SCHEDULE FOR MAX WIDTH OF LANDING W Q (3) 16d TOENAILS G g ~ \ ST02 NOT USED Z a < �'� E BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER BEAM JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING RISE OF STEPS AND 2x8 8'-0" MIN. TREAD DEPTH 2x6 3/4" O.S.B. W/ 8d NAILS 12'-0" (1) 2x12 (1) 2x8 @ 3" O.C. TOP AND 4'-0" BOTTOM CHORD (3) 2x12 2x8 I -JOIST PER FRAMING 11'-0" (2) 2x12 PLAN W/ SQUASH 6'-0" (1) 2x12 (1) 2x8 BLOCK OR 4'-0" BEAM/FLOOR TRUSS R (3) 2x12 2x8 PER PLAN 10'-0" (2) 2x12 2x6 61-0" PENDING LANDING \ 4'-0" HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 914" (2) 2x12 WITHIN SUPPORT 7'-0" WALL COULD BE 2x6 5'-0" REQUIRED. SEE PLAN 2x12 STRINGERS ONE (3) 2x12 FOR REQUIRED ON EACH SIDE AND (2) 2x12 HEADER AND ONE @MID -SPAN A 81-011 SUPPORT A 2x6 5'-0" INFORMATION. A34 @ EA. STRINGER (3) 2x12 2x12 TO LANDING (2) 2x12 2x8 2x ATTACHED TO 7'-0" 2x JOIST (P.T. IF STRINGER I 5'-0" ATTACHING TO I I I I (2) 2x12 MASONRY WALL) CONT I I I (1) 2x12 (1) 2x8 LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I 2x8 TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I I I I I 2x6 x 3 1/2" TITENS @ 16" O.C. MAX. FOR I I I (2) 2X BEAM PER MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF - LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4' BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 61-011 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'4" 10'-0" (2) 2x12 2x6 61-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 914" (2) 2x12 2x8 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 81-011 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 (2) 2x12 2x8 T-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'4" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" LU I § �1 _ Z L1 N 3X2' P �-- O o SEE ARCH PLAN 2x4 CONT. TOP PLATE LU MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO z STUDS W/ (2) 16d TOE p U-1 LLJ 2x4 #2 SPF STUDS X X NAILS O O.C.)= @ 24" . 2x4 SILL PLATE W/ (2) GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, U 2x6 VERTICAL @ 6'-0" 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF Q O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. I 24 O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND OPENING W/IN (NOTCHED 2x6 I TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) Z HANDRAIL VERTICAL LOO CATIONS). p NOTCH SILL PLATE w KNEEWALLFOR VERTICAL NOTCH SILL AND p PLYWOOD FLOORING 0 - TO TO ALLOW VERTICAL 2 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO Z V NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Q Z @ ANY OPENING O 2x4 CONT. TOP PLATE 0 00 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE TO r` TO STUDS W/ (2) 16d 0 r DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" 3 1/2" TOE NAILS 3 z ~ SDS WOOD SCREWS w Z J 0 SECTION X -X N.T.S. EQUALLY 0 SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p - Q IW 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z Y ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE I- 0 STUDS 2/ (2) 16d TOE '`�` STUDS W/ (2) 16d TOE 32 ATTACHED TO TRUSS = ap 0 NAILS NAILS`` ( BELOW (OTHERWISE 2x4 #2 SPF STUDS @ I I SEE ARCH PLANI ATTACH W/ (2) 12d 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) Om N 0 J Im TOENAILS BOTTOM 2x4 #2 SPF STUDS @ I p ~ W SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d X X NOTCH FLOOR I 2x4 SILL PLATE W/ (2) Z W 0 0 �. FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO I 16d TOE NAIL EA. O - 0 = ACCOMMODATE 2x CONT. BRACE & 10d Fn 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO w p � 2x4 #2 SPF SILL PLATE NOTCH SILL AND - 10d NAILS @ 4" O.C. FLOOR SHEATHING (n CL W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 w O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS W 0 STRUCTURAL ENG: CFG /BAD TO SLIDE DOWN TO W/ (2) X4'x3" SDS~ (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY U DRAFTING: 0 STRAP (1 EA. SIDE OF _ SPACED & CENTERED STRUCT: JRH STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND _"" IN TRUSS W -.._ TO TRUSS W/ (3) X4" x 3" L -BRACE @ 6'-0" O.C. & Q QC CHECK CC FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING P- ,JOB No TM - 2152264 FLOOR BEAM SEE��DING Z --- ...... BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY �,`� � SCALE AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN - -- --- --- - -- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE Sp�1F0�® DATE: 05/27/2016 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS �2 STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL �EPAV� U) (ST GEN. STAIR AND LANDING FRAMING DETAILS (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES _ (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR Z J F- 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. 6 UNDER BEAMS LESS THAN 2x12) ST1 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 MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. RECORD COPY #16-1623 a't b sk � 5qP-ttAc: -rm