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376 Red Rose Ln 16-2309 (a)GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL 'DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, )KE 50 S CEILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 0 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL80 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD ELEVATION A OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R 5TH EDITION (2014) 8102.35, tV'itnif)n tIAIICI ICC INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F130 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE GARAGE LEFT PER F.B.C.R - 5TH EDITION (2014) R103L2 AND A5TM C 926. PER F.B.C.R. 5TH EDITION (2014)-8103.62.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO6ION-RE515TANT WEEP SCREED 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 5TUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5GREED. PER RB.C.R 5TH EDITION (2014) 8103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.65 OR IN ACCORDANCE WITH A5TM C 926, TAYLOR MORRISON STUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2112 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 PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM THORN BROOK 50'S OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. COMMUNITY SPECIFIC 1.FL SHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, PECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING`$HALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH: APPROVED GORR0510N-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. MONO FOOTING, ALUMINUM OVER 2x6 5UB FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.N., 200 AMP, 5ERVICE/PANEL BOX, PAVER DRIVE, PAVER DEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. 06-15-16 CREATED LOT SPECIFIC PLAN FOR LOT 4 IN THORNBROOKE 50'5, ELEVATION "A" GARAGE LEFT W/ PLAN OPTION5 INCLUDING: (1) CEILING FAN PRE -WIRE, ADD MEDICINE CABINET AT MASTER BATH, 9 FT. POCKET 5LIDER AT FAMILY ROOM, 6 FT. S.G.D. AT BREAKFAST NOOK, (2) RECE55 CAN LIGHT5 AT KITCHEN BAR TOP, VENT MICROWAVE HOOD OUTSIDE, R-38 INSULATION, 055CURE GLA55 AT MA5TER BATH TUB, IST AND 2ND FLOOR WOOD BALUSTERS AND 5TAINED HAND RAIL5, DOUBLE FRENCH DOOR AT DEN, AND 5HOWER ILO TUB AT BATH 2, COV - GENE RAL NOTES/ INDEX/ SPECIFICATIONS WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 1 — SLAB INTERFACE PLAN PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2A_ DWELLING /GARAGE OPENINGS::: 1 MAIN FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, SOLID CORE (5:C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 2A2 - MAIN F L00 R PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: 2 B I — UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT 5NINGLE5 (IF APPLICABLE)00 a .� 2 B 2 - UPPER FLOOR PLAN DIMENSIONS 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 8905.2.6.1, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN ® z 2C INTERIOR ELEVATIONS STAIR SECTION DETAILS 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12); TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE U„j ,J / / ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION r ¢ �, _' 3A1 - FRONT ELEVATION 89052.1. Q 3 A2 - ELEVATIONS RO �`F PLAN BUILDING SECTION C�a'r AND CONCRETE rtiL (IF APPLICABLE): : Ln / THE INSTALLATION OF CLAY AN CONCRETE TI F..0 - 5TH EDITION (2014) 905.3 SHA IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 0 �~ ••••. �j- LL L D REE LE PER F.5LR ED R LL BE RD E E RER LL R R ,�,, ��,,,�•,« � �jt� ,��, 3A3 -FLASHING D E" 1 AI LS RECOMMENDATIONS OF FRSA/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vass IS DETERMINED IN ACCORDANCE WITH ��.✓•• A.** SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) RW533 SHALL CONFORM WITH A5TM D 226, TYPE � �C • Co 11; 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 FRSA/TRI FLORIDA HIGH 0� b 3A4 -FLASHING DETAILS WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2,13 OR THE RECOMMENDATIONS V 1 ; OF RAS 118,119 OR 120. •' 4A MAIN FLOOR ELECTRICAL PLAN CHIMNEY HE=IGHT REQUIREMENT5 (IF APPLICABLE) : ,�a'"••'• •• ��`o I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED TRE CHIMNEY MUST EXTEND 3 PAST THE HIGHER PONT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE v��/� C -0u 4B - UPPER FLOOR ELECTRICAL PLAN 2 0 NIGHER THAN THE ROOF OR RIDGE THAT 15 10 0 AWAY OR C1_05ER: O TUB AND 5HOWER AREA5: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR CI118 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 RECORD COPY TERMITE PROTECTION: 1. PENETRATION, PROTECTIVE 6LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L v J TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH; AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION (EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: O 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF REVIEWED FOR CODE COMPLIANCE APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5815LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, � PLANS EXAMINER 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 /G■�.� . ( (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN, APPLIANCE. DATE 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 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL ALSO CONFORM TO SANFORD BiJILDING DIVISION THE MANUFACTURER'S INSTALLATION INSTRUCTIONS A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL LICENSE TO PROCEED WITH THE WORK AND NOT AS OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF O AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET SECTIONS M14113, J ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EXHAUST FAN5 AND VENTING; REQUIRING A CORRECTION OF ERRORS IN PLANS, 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, >= CONSTRUCTION OR VIOLATIONS OF THIS CODE SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, COMPACTION TES1 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE REQUIRE() • MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND Results to be Verified at Slab Inspection LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN&ITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER • 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS 'THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 2600 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. • \GDI// ATTENTION GENERAL CONTRACTOR / BUILDER: U 165UANCE OF PLANS FROM THIS 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 / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL # 16 2 3 0 A FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 x Cd DAVIS BEWS DESIGN GNOVP C �00 EST. 1994 0 an 2N�C�7 d r �. >JM L oNlt O ti 0 rom EOro coo L =;N r 0 Zr�0 2A2 - MAIN F L00 R PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: 2 B I — UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT 5NINGLE5 (IF APPLICABLE)00 a .� 2 B 2 - UPPER FLOOR PLAN DIMENSIONS 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 8905.2.6.1, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN ® z 2C INTERIOR ELEVATIONS STAIR SECTION DETAILS 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12); TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE U„j ,J / / ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION r ¢ �, _' 3A1 - FRONT ELEVATION 89052.1. Q 3 A2 - ELEVATIONS RO �`F PLAN BUILDING SECTION C�a'r AND CONCRETE rtiL (IF APPLICABLE): : Ln / THE INSTALLATION OF CLAY AN CONCRETE TI F..0 - 5TH EDITION (2014) 905.3 SHA IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 0 �~ ••••. �j- LL L D REE LE PER F.5LR ED R LL BE RD E E RER LL R R ,�,, ��,,,�•,« � �jt� ,��, 3A3 -FLASHING D E" 1 AI LS RECOMMENDATIONS OF FRSA/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vass IS DETERMINED IN ACCORDANCE WITH ��.✓•• A.** SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) RW533 SHALL CONFORM WITH A5TM D 226, TYPE � �C • Co 11; 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 FRSA/TRI FLORIDA HIGH 0� b 3A4 -FLASHING DETAILS WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2,13 OR THE RECOMMENDATIONS V 1 ; OF RAS 118,119 OR 120. •' 4A MAIN FLOOR ELECTRICAL PLAN CHIMNEY HE=IGHT REQUIREMENT5 (IF APPLICABLE) : ,�a'"••'• •• ��`o I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED TRE CHIMNEY MUST EXTEND 3 PAST THE HIGHER PONT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE v��/� C -0u 4B - UPPER FLOOR ELECTRICAL PLAN 2 0 NIGHER THAN THE ROOF OR RIDGE THAT 15 10 0 AWAY OR C1_05ER: O TUB AND 5HOWER AREA5: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR CI118 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 RECORD COPY TERMITE PROTECTION: 1. PENETRATION, PROTECTIVE 6LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L v J TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH; AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION (EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: O 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF REVIEWED FOR CODE COMPLIANCE APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5815LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, � PLANS EXAMINER 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 /G■�.� . ( (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN, APPLIANCE. DATE 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 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL ALSO CONFORM TO SANFORD BiJILDING DIVISION THE MANUFACTURER'S INSTALLATION INSTRUCTIONS A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL LICENSE TO PROCEED WITH THE WORK AND NOT AS OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF O AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET SECTIONS M14113, J ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EXHAUST FAN5 AND VENTING; REQUIRING A CORRECTION OF ERRORS IN PLANS, 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, >= CONSTRUCTION OR VIOLATIONS OF THIS CODE SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, COMPACTION TES1 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE REQUIRE() • MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND Results to be Verified at Slab Inspection LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN&ITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER • 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS 'THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 2600 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. • \GDI// ATTENTION GENERAL CONTRACTOR / BUILDER: U 165UANCE OF PLANS FROM THIS 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 / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL # 16 2 3 0 A FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 DAVIS BEWS DESIGN GNOVP 150 STATE STREET EAST OL DSMAR, FLORIDA W77 813.925.1300 TEL 813.925.1800 FAX VVWW.DAVLSBE%VS.COM TAMPA • DENVER EST. 1994 2A2 - MAIN F L00 R PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: 2 B I — UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT 5NINGLE5 (IF APPLICABLE)00 a .� 2 B 2 - UPPER FLOOR PLAN DIMENSIONS 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 8905.2.6.1, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN ® z 2C INTERIOR ELEVATIONS STAIR SECTION DETAILS 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12); TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE U„j ,J / / ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION r ¢ �, _' 3A1 - FRONT ELEVATION 89052.1. Q 3 A2 - ELEVATIONS RO �`F PLAN BUILDING SECTION C�a'r AND CONCRETE rtiL (IF APPLICABLE): : Ln / THE INSTALLATION OF CLAY AN CONCRETE TI F..0 - 5TH EDITION (2014) 905.3 SHA IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 0 �~ ••••. �j- LL L D REE LE PER F.5LR ED R LL BE RD E E RER LL R R ,�,, ��,,,�•,« � �jt� ,��, 3A3 -FLASHING D E" 1 AI LS RECOMMENDATIONS OF FRSA/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vass IS DETERMINED IN ACCORDANCE WITH ��.✓•• A.** SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) RW533 SHALL CONFORM WITH A5TM D 226, TYPE � �C • Co 11; 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 FRSA/TRI FLORIDA HIGH 0� b 3A4 -FLASHING DETAILS WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2,13 OR THE RECOMMENDATIONS V 1 ; OF RAS 118,119 OR 120. •' 4A MAIN FLOOR ELECTRICAL PLAN CHIMNEY HE=IGHT REQUIREMENT5 (IF APPLICABLE) : ,�a'"••'• •• ��`o I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED TRE CHIMNEY MUST EXTEND 3 PAST THE HIGHER PONT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE v��/� C -0u 4B - UPPER FLOOR ELECTRICAL PLAN 2 0 NIGHER THAN THE ROOF OR RIDGE THAT 15 10 0 AWAY OR C1_05ER: O TUB AND 5HOWER AREA5: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR CI118 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 RECORD COPY TERMITE PROTECTION: 1. PENETRATION, PROTECTIVE 6LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L v J TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH; AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION (EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: O 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF REVIEWED FOR CODE COMPLIANCE APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5815LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, � PLANS EXAMINER 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 /G■�.� . ( (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN, APPLIANCE. DATE 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 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL ALSO CONFORM TO SANFORD BiJILDING DIVISION THE MANUFACTURER'S INSTALLATION INSTRUCTIONS A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL LICENSE TO PROCEED WITH THE WORK AND NOT AS OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF O AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET SECTIONS M14113, J ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EXHAUST FAN5 AND VENTING; REQUIRING A CORRECTION OF ERRORS IN PLANS, 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, >= CONSTRUCTION OR VIOLATIONS OF THIS CODE SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, COMPACTION TES1 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE REQUIRE() • MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND Results to be Verified at Slab Inspection LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN&ITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER • 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS 'THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 2600 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. • \GDI// ATTENTION GENERAL CONTRACTOR / BUILDER: U 165UANCE OF PLANS FROM THIS 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 / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL # 16 2 3 0 A FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 m s 1114" 31416'4 3'-6"x3'•6" A/C PAD NO. I 0° A/C PAD N0.2 (VERIFY (VERIFY LOCATION) LOCATION) e N 40'-0" I� I rµvGR VI[IY� / I-GHv UIHLn' 3' 0" 16'-0" 26002.14 CAD FILE NAME • C x m w 06-15-16 REVISED C 0 �o o J h� cq do DN`.,C 01 d ..' 6 =.J cm ZI ``. �M�• G.C. VERIFY ACRYLIC ro= ""0o 0% 0 �� c 8.. 8.. 0i cy ON LANAI I 8 8 ll Z-�° 15'-0" 8.. 9.2 31.411 8.. 2'-4" 61-21121.611 a. a� ELEVATION RECE55 FOR POCKET 5LIDER «� N.B. 11/2 RECE55 FOR 5.G.D. a 264" I' -i" V-9" PROVIDE CONDUIT / n IN SLAB FOR 15LAND ELECTRIC / <F II\711II— IJ a - m REFERENCE _ E�PROVIDE WATER LINE FOR ICE MAKER IREF. I I �, L—=—J -- — 13'-2" 4'-9" 2'-9" II' -6" 8'-211 /> 1 LINE OF TILE SEAT A5V. JAI n �I ELEVATION I A l) 0'-4" i W.G_� .-. \a SHOWER I - - - T CIZI -' RECE55 \ - 3'-6" m 31-111I'-5" 31-2" 4'4' 24'-4" GARDEN �` "' N F OPT.^ -I FOPT. \TU5 �, / 41-1 I DRYER I I WA5NER --N L--JL--J 02x6 U- - � VALVE 50 GAL. W.H. ELEVATION a a � -7 I I I I L_J TAPERED COLUMN ABV. (TYP.) 8" 20'-8" all 6'_6° 10'-4" I'-2" ELEVATION OL (+) 0'-0" ELEVATION (004' AA 3A2 N.5. ELEVATION e rµvGR VI[IY� / I-GHv UIHLn' 3' 0" 16'-0" ° JOB NUMBER 26002.14 CAD FILE NAME • C x m w 06-15-16 REVISED C 0 �o o J h� cq do DN`.,C 01 d ..' 6 =.J cm ``. �M�• 00 ro= ""0o 0% 0 �� c 0i cy Z-�° ° JOB NUMBER 26002.14 CAD FILE NAME LOT 4 TB ISSUED 06-15-16 REVISED EST. 1994 F --- 01 Lu co cm �M� W is Q 0Z, L� W U J d co LL. m Ln o� O 0 'moi 9 '°••• ��`� 0itlil 0 d' O >=J a 2600 nOING • TITLE • SLAB INTERFACE PLAN U PARS= #16'2309 181-0 SLAB INTERFACE PLAN SCALE: 1/4" = 14" GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLL&W& FLORIDA 34677 813. 925. 1300 'TEL 813.925.1800 FAX V WW.DAVISBEWS.CAM `PAMPA • DEr4VER. EST. 1994 F --- Lu co cm �M� W is Q 0Z, L� W U J d co LL. m Ln o� O 0 'moi 9 '°••• ��`� 0itlil 0 d' O >=J a 2600 nOING • TITLE • SLAB INTERFACE PLAN U PARS= #16'2309 181-0 SLAB INTERFACE PLAN SCALE: 1/4" = 14" GARAGE LEFT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). 31-6116-6" A/C PAD NO. I A/C PAD NO.2 (VERIFY (VERIFY LOCATION) LOCATION) T.O.M. T.O.M. T.OM. T.O.M. 9'-4" 9'-4" 9' 4" 9'-4" AFF AFF AFF 26002.146 TYPICAL MASONRY • • AFF. WINDOW SCHEDULE - — — — � BOTT. OF LINTEL — — — — — — - — — � B - - - - OTT OF LINTEL — - — — REFER TO SHEET WINDOW WIDTHS �C . AT 84" A.F.F, 20" 27" 37" 53" N0) 7 WINDOW CALL -OUTS r m (D 26"' 12 5H 1/2 32 5H 22 5H 32 5H W I -` AT V-0" AFF. 9'-4" PLT. HT. E = 39" O 13 5H 1/2 33 5H 23 5H 33 5H T.O M. I m J TOM. 9'-4" 9'-4" 9'-4" 9'-4" AFF. AFF. AF p 51" 14 5H 1/2 34 5H 24 5H 34 5H 9-0x8-0 TEMP. PKT. SLIDER Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H '-' z 12" s 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MASONRY OPENINGS FOR ALL WINDOW5, W WINDOW SIXES AND INSTALLATION MAY VARY PER MANUFACTURER AND SPECIFICATIONS. z • REFER TO FLOOR PLANS FOR STYLE OF WINDOW u5ED (SINGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). 31-6116-6" A/C PAD NO. I A/C PAD NO.2 (VERIFY (VERIFY LOCATION) LOCATION) T.O.M. T.O.M. T.OM. T.O.M. 9'-4" 9'-4" 9' 4" 9'-4" AFF AFF AFF H.B. 3 - 26 5H. HD. AT 6-0" �2 STORY 19'-411 BRKFST VOLUME CLG. o 10'-10"x8'-9" o CPT TILE 9'-4" FLAT CLG. ml a 36" H MASTER SUITE FAMILY ROOM S I COUNTERTOP (SEE DETAIL 11'-9"x1 V-1 ' 15' -9"x18' -11Q 34 H. ON SHEET 2G) 9'-4" FLAT CLG. 2 -STORY VOLUME I KNEE WALL Z G.G. VERIFY WOOD NOTE: e ALL INTERIOR BALUSTERS AND ANGLED WALLS / / Q STAINED HAND RAILS � w ARE AT 45° (UN.OJ o I m � ARGH FROM � 5�a��e } 6-0" TO 8.8 O o I — W o VENT MICROWAVE LINE OF SECOND FLOOR ABV_ I I / \ a HOOD TO EXTERIOR R/5Fii- - 0 KITCHEN - �- — — — 9'-4" ' �, 36 H. CONTINUOUS I I� — 9'-4" FLAT CLG. 26002.146 CAD FILE NAME • • AFF. 06-15-16 - — — — � BOTT. OF LINTEL — — — — — — - — — � B - - - - OTT OF LINTEL — - — — REFER TO SHEET I AT 84" AFF. AT 84" AFF. . AT 84" A.F.F, 2A2 FOR MAIN FLOOR N0) PLAN W/ DIMENSIONS rn m G.G. VERIFY ACRYLIC LANAI 66 -� BOTT. OF LINTEL ON LANAI 40'-0"x10'-0" I -` AT V-0" AFF. 9'-4" PLT. HT. E c m o T.O.M. T.O.M. OL T.O M. I m TOM. 9'-4" 9'-4" 9'-4" 9'-4" AFF. AFF. AF 6-06-0 TEMP. S.G.D. 9-0x8-0 TEMP. PKT. SLIDER H.B. 3 - 26 5H. HD. AT 6-0" �2 STORY 19'-411 BRKFST VOLUME CLG. o 10'-10"x8'-9" o CPT TILE 9'-4" FLAT CLG. ml a 36" H MASTER SUITE FAMILY ROOM S I COUNTERTOP (SEE DETAIL 11'-9"x1 V-1 ' 15' -9"x18' -11Q 34 H. ON SHEET 2G) 9'-4" FLAT CLG. 2 -STORY VOLUME I KNEE WALL Z G.G. VERIFY WOOD NOTE: e ALL INTERIOR BALUSTERS AND ANGLED WALLS / / Q STAINED HAND RAILS � w ARE AT 45° (UN.OJ o I m � ARGH FROM � 5�a��e } 6-0" TO 8.8 O o I — W o VENT MICROWAVE LINE OF SECOND FLOOR ABV_ I I / \ a HOOD TO EXTERIOR R/5Fii- - 0 KITCHEN - �- — — — 9'-4" ' �, 36 H. CONTINUOUS I I� — 9'-4" FLAT CLG. JOB NUMBER 26002.146 CAD FILE NAME • • x m 06-15-16 REVISED C LO 0 '' g 0 N0) N rn m V ? REFER t0 9NEET 2A FOR MAIN FLOOR PLAN W/ NOTE$ REFER TO sNEEt 2AI FOR MAIN FLOOR USANFORD3' 0"16'-0" M.O. 3' 0" PLAN W/ NO?E5 40' -/All # 1 6- 2 3 0 9 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT — — --- — — — — — — — — — — — — � -.— — — .— — — — -- _- -� �— — — — — — — — — — — —.. — — 'A] x m w 150 STATE STREET EAST OLDWAR, ROROA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W DAVISBEWS.COM `I-ANtPA • DENVER rU OJ 00 (o L L L 0 06. E_O= 4d 00 �O o0co >>JM a��• 6. J O CO 1 �r�0 ;: N O= oW �n ZG�Ov 811 1 QII 8111811 LANAI I I e 6' 111 81 511 811 51-211 M.O. 3' 411 811 2'-4" 6'-2" M.O, 2'-811 BRKFST 12'-9" 15' 911 31 311 2'-111 61 211 co Zip FAMILY ROOM MASTER SUITE IT v — I O O KITCHEN � 51 211 3' -ill 6" Z�, 3'-411 811 31-4" Il' -1" 2'-6" 1' 0" ,n 2111011 a ZL Q m -- — — _cn — 9 O v Q — — — — PWDR — M M. BATH — _ FOYER I I — O - I I DINING 61_411 N 11_811 1_611 61_211 31_611 I all 12'-4" UTIL, 00 r_ N M —� QII LC1 N N � — L -J -� 8" 4'-6" M.O. 6'-6" 6'-4" I O— I I— MI I /� PORCH L II VV I 21-411 C9 GARAGE 181-011 r---- ----------------7 1 REFER TO sNEEt 2AI FOR MAIN FLOOR USANFORD3' 0"16'-0" M.O. 3' 0" PLAN W/ NO?E5 40' -/All # 1 6- 2 3 0 9 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT x m w 150 STATE STREET EAST OLDWAR, ROROA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W DAVISBEWS.COM `I-ANtPA • DENVER rU OJ 00 (o L L L 0 06. E_O= 4d 00 �O o0co >>JM a��• 6. J O CO 1 �r�0 ;: N O= oW �n ZG�Ov REFER TO sNEEt 2AI FOR MAIN FLOOR USANFORD3' 0"16'-0" M.O. 3' 0" PLAN W/ NO?E5 40' -/All # 1 6- 2 3 0 9 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, ROROA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W DAVISBEWS.COM `I-ANtPA • DENVER -�� EST. 1994 F�-- REFER TO sNEEt 2AI FOR MAIN FLOOR USANFORD3' 0"16'-0" M.O. 3' 0" PLAN W/ NO?E5 40' -/All # 1 6- 2 3 0 9 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). I 2x6 2x 2x 2x6 TYPICAL WOOD FRAME LOT 4 TB 1 FRAME FRAME FRAME FRAME WINDOW SCHEDULE REVISED WALL WALL WALL WALL I WINDOW WIDTHS e 0-i 2011 24" 3611 48" WINDOW CALL -OUTS 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W S. >:t -1 = 24" 1820 F.G. 2(02(0 F.G. 3020 F.G. 4020 F.G. oma• 00 ro= h vJ�0 0t c0 0 36" 3�E 1830 5H 2030 5H 3030 5H 4030 5H 0 400Z 0 G2, Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H Z 60" 1850 5H 2050 514 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. 0REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). 3050 5H. 3 - 2038 F.G. 3050 SH, HD. AT T-2" HD. AT 18'-2" HD, AT 1'-2" * EGRESS ABV. MAIN F.F. * EGRESS BEDROOM 2 BEDROOM 3 11'-11 "x10'-6" 10'-8°x10'-2" 9'-0" FLAT CLG. 9'-0" FLAT CLG. PROVIDE PAN AND DRAIN 5-0x6-8 BI -PASS BELOW 6-0x6-8 UNDER A.N. /OPEN TO BI-PA55 ' X _R/6 — R/S R/5 r., G.G. VERIFY WOOD 2-8x6-8 BALUSTERS AND TUB/ n TILE AH. STAINED HAND RAILS 42" H.� SHOWER a SHOWER I I �' I 2x6 2x 2x 2x6 CAD FILE NAME LOT 4 TB 1 FRAME FRAME FRAME FRAME 06-15-16 REVISED WALL WALL WALL WALL I O to 0 I 3050 5H. 3 - 2038 F.G. 3050 SH, HD. AT T-2" HD. AT 18'-2" HD, AT 1'-2" * EGRESS ABV. MAIN F.F. * EGRESS BEDROOM 2 BEDROOM 3 11'-11 "x10'-6" 10'-8°x10'-2" 9'-0" FLAT CLG. 9'-0" FLAT CLG. PROVIDE PAN AND DRAIN 5-0x6-8 BI -PASS BELOW 6-0x6-8 UNDER A.N. /OPEN TO BI-PA55 ' X _R/6 — R/S R/5 r., G.G. VERIFY WOOD 2-8x6-8 BALUSTERS AND TUB/ n TILE AH. STAINED HAND RAILS 42" H.� SHOWER a SHOWER I I �' JOB NUMBER 26002.14e CAD FILE NAME LOT 4 TB x m 06-15-16 REVISED —=tea EST. 1994 �.e� O to 0 I 0-i N 0, .22 coo) S. >:t -1 V oma• 00 ro= h vJ�0 0t c0 3�E LL= Opp \ N C - Qy:�h 400Z 0 G2, JOB NUMBER 26002.14e CAD FILE NAME LOT 4 TB ISSUED 06-15-16 REVISED —=tea EST. 1994 �.e� 4" CURB _ TILECPT. r RAILING g'•m" BATH 3 TEMP.131 PASS I - --ARCH FROM CLG. T-8" to 8'-4" 2 6x6 8 91.011w M BATH 2 5 SN. I I 42„ H CPT. TILE CLG. rU ( I RAILING o CLG. �1 I a o a TILE CPT. 9'-0" (X v I ARCH FROM LAV. d ,u 1 d ( 1' 8" to 8'-4.. c� W "i O 2-6x6-8 CLG. L --i I O W.C. �. I I — R/S Q oa 2-4x6-8 PKT. LANDING — — — — — — — — IL ��I111rrir Li i 42 H. `n RAILING $ 0x6 8 o w 51-PA55 4 W r 2x6 EXTERIOR•u1 ¢• �. FRAME WALL (UN.O.) • U ci O+ < DEN LOFT zy' '• " 11'-11 "x13'-2" 15 -9 x12 -3 •+'•+.,, •. �`` 0 9-0FLAT CLG. 9'-0" FLAT CLG. ' " BEDROOM 410'-8"x12'-6.. '/'/�//f rr►r 11111 ` 36" H. CONTINUOUS 9'-0" FLAT CLG. GRASPABLE RAILING 2x6 EXTERIOR Qk FRAME WALL (UN.O.) 3050 SH. 2050 SH, 3050 5H. HR AT 1'-2" HD. AT T-2" HD, AT T-2" * EGRESS I I rvlo ' I I I 1 1 IJP I I L I L _I I --------- ----- ----G.C. VERIFY R-38 I INSULATION • 1 I REFER TO SHEET • 2132 FOR UPPER FLOOR 2600 PLAN W/ DIMENSIONS ------ w1LD/NG S �P1F0 TITLE • UPPER FLOOR PLAN NOTES` 0�F'A RI I - I #16-230 .- UPPER FLOOR PLAN NOTES 'I GARAGE LEFT DAMS BEWS DESIGN GROUP 150 STATE STRFFT EAST OLDSMW FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER —=tea EST. 1994 �.e� 4" CURB _ TILECPT. r RAILING g'•m" BATH 3 TEMP.131 PASS I - --ARCH FROM CLG. T-8" to 8'-4" 2 6x6 8 91.011w M BATH 2 5 SN. I I 42„ H CPT. TILE CLG. rU ( I RAILING o CLG. �1 I a o a TILE CPT. 9'-0" (X v I ARCH FROM LAV. d ,u 1 d ( 1' 8" to 8'-4.. c� W "i O 2-6x6-8 CLG. L --i I O W.C. �. I I — R/S Q oa 2-4x6-8 PKT. LANDING — — — — — — — — IL ��I111rrir Li i 42 H. `n RAILING $ 0x6 8 o w 51-PA55 4 W r 2x6 EXTERIOR•u1 ¢• �. FRAME WALL (UN.O.) • U ci O+ < DEN LOFT zy' '• " 11'-11 "x13'-2" 15 -9 x12 -3 •+'•+.,, •. �`` 0 9-0FLAT CLG. 9'-0" FLAT CLG. ' " BEDROOM 410'-8"x12'-6.. '/'/�//f rr►r 11111 ` 36" H. CONTINUOUS 9'-0" FLAT CLG. GRASPABLE RAILING 2x6 EXTERIOR Qk FRAME WALL (UN.O.) 3050 SH. 2050 SH, 3050 5H. HR AT 1'-2" HD. AT T-2" HD, AT T-2" * EGRESS I I rvlo ' I I I 1 1 IJP I I L I L _I I --------- ----- ----G.C. VERIFY R-38 I INSULATION • 1 I REFER TO SHEET • 2132 FOR UPPER FLOOR 2600 PLAN W/ DIMENSIONS ------ w1LD/NG S �P1F0 TITLE • UPPER FLOOR PLAN NOTES` 0�F'A RI I - I #16-230 .- UPPER FLOOR PLAN NOTES 'I GARAGE LEFT uj LL M Nr C0 O ® z Now W'(j P m C) L-' LL 111111/ Lr) co v, r• % Q4 rn 6s • .. z � p: J M aw .z_ 0 Pill' 00 01 F >m 0 26-0-0 Qv1LU//�, I $mrr% 1 1• TITI F #1 6 - 2 3 09 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT — --------------- ------------- — — — — — — — — — — — — —-------------- ------------- U ro N J 0 � Nn 2 com in >J M �� c J V C 0 o @ °o LL L I .c�A+N 41� p L w Za I I I e — I I 3'-2" 13'-2" 4'-4" 4'-4" II' -10° 3'-211 BEDROOM 2 BEDROOM 3 I M - - M 9'-3" :9 N �o I1� _ 7 I M cn IM BATH 3 BATH �, I I M F5�.,v2 `' 3'-T 3'-0,. 6" 10'-0" 514" i O I I O N M N L I I bill CO N DEN LOFT BEDROOM 4 N N n, 3'-6" rl 16' 6" I I 16'-0" 4'-0" I I I I I— -1 I I L I I— -----------------------� I I I I I I I I I REFER TO SNEET 251 FOR UPPER FLOOR I I I I PLAN tui NOTES --------------------------- t ------------- I I I -------------- uj LL M Nr C0 O ® z Now W'(j P m C) L-' LL 111111/ Lr) co v, r• % Q4 rn 6s • .. z � p: J M aw .z_ 0 Pill' 00 01 F >m 0 26-0-0 Qv1LU//�, I $mrr% 1 1• TITI F #1 6 - 2 3 09 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT x ro 150 STATE STREET EAST OLDSMAR, ROPMA 3467 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER- C o V L 0 0 ... 40 U ro N J 0 � Nn 2 com in >J M �� c J V C 0 o @ °o LL L I .c�A+N 41� p L w Za uj LL M Nr C0 O ® z Now W'(j P m C) L-' LL 111111/ Lr) co v, r• % Q4 rn 6s • .. z � p: J M aw .z_ 0 Pill' 00 01 F >m 0 26-0-0 Qv1LU//�, I $mrr% 1 1• TITI F #1 6 - 2 3 09 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, ROPMA 3467 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER- a EST. 1994 F-- uj LL M Nr C0 O ® z Now W'(j P m C) L-' LL 111111/ Lr) co v, r• % Q4 rn 6s • .. z � p: J M aw .z_ 0 Pill' 00 01 F >m 0 26-0-0 Qv1LU//�, I $mrr% 1 1• TITI F #1 6 - 2 3 09 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT TRUSSES "vvui..n i lvlN ATTIC ACCESS DETAIL SCALE: 1/2" - I'-0" d- o >51/4" CROWN MOULDING SMOOTH FIN15H W/ SEMI GLOSS PAINT 31/4" BASE 5D.(#443) FOYER ARCH_ ASCALE: 1/4" = 1'-0" ui x w SHIM A5 150 STATE STREET EAST OLDSMAK FLORWA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER C 0 'o o Cm �5 00 _ N- IA REQ'p. c%j OPEN 1 0 CEILING vI 2N�M 4"DIA. - LU ci DRYER L. >51/4" CROWN MOULDING SMOOTH FIN15H W/ SEMI GLOSS PAINT 31/4" BASE 5D.(#443) FOYER ARCH_ ASCALE: 1/4" = 1'-0" SCALE: 1/2" - I'-011 ui x w SHIM A5 150 STATE STREET EAST OLDSMAK FLORWA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER C 0 'o o Cm �5 00 _ N- IA REQ'p. c%j N n 1 0 CEILING vI 2N�M 4"DIA. - LU ci DRYER L. >JM CASING DUCT L' LL co 2x STUDS (PER ,-0„ 00131 .0 PLAN) ' _a 8% c'0 1 uVLt_� BACKING 0.5.8. DRYER VENT BAC 40 Oyu~ - ZZi 1/2" DRYWALL DETAIL SCALE: I/4" =1'-0" SCALE: 1/2" - I'-011 ui G.C. VERIFY SHIM A5 150 STATE STREET EAST OLDSMAK FLORWA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER EST. 1994 POP-UP OUTLETS Cm �5 00 REQ'p. c%j 1 0 CEILING az 4"DIA. - LU ci DRYER � 1° CASING DUCT L' LL 2x STUDS (PER ,-0„ OLi 5TD. PLAN) BASE CABINET BACKING 0.5.8. DRYER VENT BAC 1/2" DRYWALL DETAIL SCALE: I/4" =1'-0" CALI. TOP SCALE: 1/2" - I'-011 * * * * 830.5 PER F.B.C.R. - 5TH EDITION (2014). 5TAIR NOTE5: * * * * * * * M RAI)_ING W BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENINGS FORMED BY TO HALL THE R15ER, TREAD AND BOTTOM RAIL OF A TH AT GUARD N 51DE OFA E OPEN STAIRWAY ARE PERMITTED TO BE A SUCH 42" H. A SIZE THAT A SPHERE OF 6 INCHES 42" H. 42" H. CANNOT =A 04A THROUGH RAILING RAILING RAILING OPENINGS FOR REQUIRED GUARDS ON THE 51DES OF STAIR TREADS SHALL NOT 3/4" PLYWD. ALLOW A SPHERE 4 3/8 INCHES TO PA55 DECKING THROUGH 1 11 11 11 11 3/4" F'LYWp. DECKING FLOOR HANDRAIL5 �— FLOOR SYSTEM FLOOR —1" N051NG FLOOR M ST BEYOND *- SYSTEM HANDRAIL5 FOR STAIRWAYS SHALL BE SYSTEM (TYP.) 10.00" SYSTEM ' CONTINUOUS FOR THE FULL LENGTH OF _ z— _ _ — — (TYP.) _ THE FLIGHT, FROM A POINT DIRECTLY BEAM / / BEAM tT "n 361, H. ABOVE THE TOP R15ER OF THE FLIGHT / RAILINGIx Q TO A POINT DIRECTLY ABOVE THE U -112x8 JOIST ��'' AND TREADS LOWEST RISER HANDRAIL ENDS SHALL 1000 (TYPJ i 2x D R ER J BE RETURNED OR SHALL TERMINATE IN (TYP.) 2x8 NEWEL PO5T5 OR SAFETY TERMINALS, W �1 STRINGERS — — LEDGER>m HANDRAIL5 ADJACENT TO A WALL SHALL _5 v o (2) 2x8 _ _ _ TO HAVE A SPACE OF NOT LESS THAN 1-1/2 � � TREADS oc BEAMS _ — - MASTER rvoo aA' u, AND Ix RISERS (2) 2x8 `A INCH BETWEEN THE WALL AND STAIR TURNS = _ = SUITE HANDRAIL5. 1" NOSING BEAMS (TYP.) (TYPJ CONTINUOUS GRASPABLE HANDRAIL2x STRINGERS STORAGE _ _ _ • MUST MEET TYPE ONE OR TYPE TWO UNDER CRITERIA STAIRS STAIRS IN * * * * 8 TREADS AT 10.00" EACH LANDING 8 TREADS AT 10.00" EACH LANDING FOREGROUND • 2600 F�AVEWALL6, ER-STAIR PROTECTION STAIR SECTION ��,�DI/vo CESSIBLE SPACE UNDER STAIRS SHALL SCALE: I/4" : 1'-011 TITLE • NDER STAIR SURFACE ANp ANY SOFFITS/ai S 0 D PLAN DETAILS THE ENCL05ED SIDE W/ 1/2 INCH GYPSUMB.C.R 5TH EDITION (2014) R302.1 2309 ki PLAN DETAILS - SCALE: 1/4" _ V-011 GARAGE LEFT ui DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAK FLORWA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER EST. 1994 * * * * 830.5 PER F.B.C.R. - 5TH EDITION (2014). 5TAIR NOTE5: * * * * * * * M RAI)_ING W BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENINGS FORMED BY TO HALL THE R15ER, TREAD AND BOTTOM RAIL OF A TH AT GUARD N 51DE OFA E OPEN STAIRWAY ARE PERMITTED TO BE A SUCH 42" H. A SIZE THAT A SPHERE OF 6 INCHES 42" H. 42" H. CANNOT =A 04A THROUGH RAILING RAILING RAILING OPENINGS FOR REQUIRED GUARDS ON THE 51DES OF STAIR TREADS SHALL NOT 3/4" PLYWD. ALLOW A SPHERE 4 3/8 INCHES TO PA55 DECKING THROUGH 1 11 11 11 11 3/4" F'LYWp. DECKING FLOOR HANDRAIL5 �— FLOOR SYSTEM FLOOR —1" N051NG FLOOR M ST BEYOND *- SYSTEM HANDRAIL5 FOR STAIRWAYS SHALL BE SYSTEM (TYP.) 10.00" SYSTEM ' CONTINUOUS FOR THE FULL LENGTH OF _ z— _ _ — — (TYP.) _ THE FLIGHT, FROM A POINT DIRECTLY BEAM / / BEAM tT "n 361, H. ABOVE THE TOP R15ER OF THE FLIGHT / RAILINGIx Q TO A POINT DIRECTLY ABOVE THE U -112x8 JOIST ��'' AND TREADS LOWEST RISER HANDRAIL ENDS SHALL 1000 (TYPJ i 2x D R ER J BE RETURNED OR SHALL TERMINATE IN (TYP.) 2x8 NEWEL PO5T5 OR SAFETY TERMINALS, W �1 STRINGERS — — LEDGER>m HANDRAIL5 ADJACENT TO A WALL SHALL _5 v o (2) 2x8 _ _ _ TO HAVE A SPACE OF NOT LESS THAN 1-1/2 � � TREADS oc BEAMS _ — - MASTER rvoo aA' u, AND Ix RISERS (2) 2x8 `A INCH BETWEEN THE WALL AND STAIR TURNS = _ = SUITE HANDRAIL5. 1" NOSING BEAMS (TYP.) (TYPJ CONTINUOUS GRASPABLE HANDRAIL2x STRINGERS STORAGE _ _ _ • MUST MEET TYPE ONE OR TYPE TWO UNDER CRITERIA STAIRS STAIRS IN * * * * 8 TREADS AT 10.00" EACH LANDING 8 TREADS AT 10.00" EACH LANDING FOREGROUND • 2600 F�AVEWALL6, ER-STAIR PROTECTION STAIR SECTION ��,�DI/vo CESSIBLE SPACE UNDER STAIRS SHALL SCALE: I/4" : 1'-011 TITLE • NDER STAIR SURFACE ANp ANY SOFFITS/ai S 0 D PLAN DETAILS THE ENCL05ED SIDE W/ 1/2 INCH GYPSUMB.C.R 5TH EDITION (2014) R302.1 2309 ki PLAN DETAILS - SCALE: 1/4" _ V-011 GARAGE LEFT ui M Cm �5 00 c%j az LU ci � L' LL OLi • O ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBC 8301 AND TABLE * * * * 830.5 PER F.B.C.R. - 5TH EDITION (2014). 5TAIR NOTE5: * * * * * * * M RAI)_ING W BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENINGS FORMED BY TO HALL THE R15ER, TREAD AND BOTTOM RAIL OF A TH AT GUARD N 51DE OFA E OPEN STAIRWAY ARE PERMITTED TO BE A SUCH 42" H. A SIZE THAT A SPHERE OF 6 INCHES 42" H. 42" H. CANNOT =A 04A THROUGH RAILING RAILING RAILING OPENINGS FOR REQUIRED GUARDS ON THE 51DES OF STAIR TREADS SHALL NOT 3/4" PLYWD. ALLOW A SPHERE 4 3/8 INCHES TO PA55 DECKING THROUGH 1 11 11 11 11 3/4" F'LYWp. DECKING FLOOR HANDRAIL5 �— FLOOR SYSTEM FLOOR —1" N051NG FLOOR M ST BEYOND *- SYSTEM HANDRAIL5 FOR STAIRWAYS SHALL BE SYSTEM (TYP.) 10.00" SYSTEM ' CONTINUOUS FOR THE FULL LENGTH OF _ z— _ _ — — (TYP.) _ THE FLIGHT, FROM A POINT DIRECTLY BEAM / / BEAM tT "n 361, H. ABOVE THE TOP R15ER OF THE FLIGHT / RAILINGIx Q TO A POINT DIRECTLY ABOVE THE U -112x8 JOIST ��'' AND TREADS LOWEST RISER HANDRAIL ENDS SHALL 1000 (TYPJ i 2x D R ER J BE RETURNED OR SHALL TERMINATE IN (TYP.) 2x8 NEWEL PO5T5 OR SAFETY TERMINALS, W �1 STRINGERS — — LEDGER>m HANDRAIL5 ADJACENT TO A WALL SHALL _5 v o (2) 2x8 _ _ _ TO HAVE A SPACE OF NOT LESS THAN 1-1/2 � � TREADS oc BEAMS _ — - MASTER rvoo aA' u, AND Ix RISERS (2) 2x8 `A INCH BETWEEN THE WALL AND STAIR TURNS = _ = SUITE HANDRAIL5. 1" NOSING BEAMS (TYP.) (TYPJ CONTINUOUS GRASPABLE HANDRAIL2x STRINGERS STORAGE _ _ _ • MUST MEET TYPE ONE OR TYPE TWO UNDER CRITERIA STAIRS STAIRS IN * * * * 8 TREADS AT 10.00" EACH LANDING 8 TREADS AT 10.00" EACH LANDING FOREGROUND • 2600 F�AVEWALL6, ER-STAIR PROTECTION STAIR SECTION ��,�DI/vo CESSIBLE SPACE UNDER STAIRS SHALL SCALE: I/4" : 1'-011 TITLE • NDER STAIR SURFACE ANp ANY SOFFITS/ai S 0 D PLAN DETAILS THE ENCL05ED SIDE W/ 1/2 INCH GYPSUMB.C.R 5TH EDITION (2014) R302.1 2309 ki PLAN DETAILS - SCALE: 1/4" _ V-011 GARAGE LEFT 11/2" THICK SAND FINISH KEYSTONE 77 (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: Z THIS DETAIL SHOWS THE TYPICAL THIME55 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/411 EDITION (2014) R103b.1 AND ASTM C 1063. THICK THICKNESS 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 SCALE: 3" . 1'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT 'PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH( EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R, - 5TH EDITION (2014) 83122 ROUNDED TOP FOR WATER RUN-OFF PRE -FINISHED STYROFOAM = OR EQUAL BRACKET �4'j FRONT VIEW SIDE VIEW DECORATIVE BRACKET DETAIL 12 ro Q6 SHINGLE ROOF G.C. VERIFY ALUMINUM OVER STUCCO 2x6 SUB -FASCIA PLT. HT. FINISH (TYPICAL) PLT. HT. 4" BANDING ------ 4" BANDING (TYP) (TYP.) DECORATIVE DECORATIVE DECORATIVE GABLE LOUVER STUCCO DECORATIVE FIXED SHUTTERS FIXED SHUTTERS BRACKET (SEE (TYP.) DETAIL) (TYP.) 1 N FINISH 7 ITYPJ 0 JOB NUMBER 26002.14e CAD FILE NAME x ro w ISSUED 06-15-16 J top TAMPA • DENVER EST. 1994 O J hQ Nh N 0N0M �'`� 6 "> Jm FINISH � `6 6�'• �• ,�.... ' 00 0 0% coo 3�E 5:r0rn cm o ` © +� z2° STUCCO w : o'�c: 2 0 JOB NUMBER 26002.14e CAD FILE NAME LOT 4 TB ISSUED 06-15-16 REVISED TAMPA • DENVER EST. 1994 Ln TEXTURED �'`� FINISH 12 12 T 6� Q6 4FT _*_j LL 6" TRIM BD, STUCCO ,/ � co SECOND F.F. LINE L SECOND FF: LINE FIN15H SHINGLE — — ROOF ® z T.O.M. _ SHINGLE ROOF T.O.M. (^ c 1j 0 LL 6" BANDING 611 BANDING I-4 5Q. COACH LIGHT (TYP.) TEXTURED FINISH 21-011 DAVIS BEWS DESIGN GIAOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1340 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 12 12 T 6� Q6 4FT _*_j LL 6" TRIM BD, STUCCO ,/ � co SECOND F.F. LINE L SECOND FF: LINE FIN15H SHINGLE — — ROOF ® z T.O.M. _ SHINGLE ROOF T.O.M. (^ c 1j 0 LL 6" BANDING 611 BANDING I-4 5Q. COACH LIGHT (TYP.) TEXTURED FINISH 21-011 MAIN F.F. LINE— — — JLT — --A4— — MAIN F.F. LINE o GRADE LINE TEMP. GRADE LINE (ASSUMED) SIDE LT. (ASSUMED) SCALE: 1/2" = I'-011 FR NT ELEVATION Q 000 SCALE: 1/411 - I'-01' Ln pmmq 00 N 211 4" F� ?rnn5Q. SQ. w1LUlNG, TYP. WINDOW/ TYP. COLUMN ESANFORID DOOR TRIM DETAIL DETAIL SCALE: (/211 --I'-0° SCALE: I/2" _ V-011 #1-2309 Ln TEXTURED �'`� FINISH �• ,�.... ' '•s�/elf `.off •��, SMOOTH ` © STUCCO w : o'�c: 2 FINISH %. .�: p �00 �\ v MAIN F.F. LINE— — — JLT — --A4— — MAIN F.F. LINE o GRADE LINE TEMP. GRADE LINE (ASSUMED) SIDE LT. (ASSUMED) SCALE: 1/2" = I'-011 FR NT ELEVATION Q 000 SCALE: 1/411 - I'-01' Ln pmmq 00 N 211 4" F� ?rnn5Q. SQ. w1LUlNG, TYP. WINDOW/ TYP. COLUMN ESANFORID DOOR TRIM DETAIL DETAIL SCALE: (/211 --I'-0° SCALE: I/2" _ V-011 #1-2309 ------ -------- - I /�4; LANAI ROOF VENT REQUIREMENTS 4`12 VENTILATION CALCULATIONS j 0 ATTIC AREA = 400 SQ. FT. / 300 =1.33 SQ. FT. X 144 =192 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 96.00 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 96.00 SQ. IN. I I ACTUAL SOFFIT VENTILATION = 582.0 SQ. IN. OFF -RIDGE VENT (TYP.) 0 0 UPPER ROOF :12 i VENT REQUIREMENTS 6:12 RIDGE 6 _ :12 I VENTILATION CALCULATIONS ATTIC AREA =1454 SQ. FT. / 300 = 4.85 SQ. FT. X 144 = 698 SQ. IN. I I I I HALF AT UPPER 2/3 ROOF VENTS = 348.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 �e yA i HALF AT LOW SOFFIT / EAVE VENTS = 348.96 SQ, IN. I I ACTUAL SOFFIT VENTILATION =1480.8 SQ. IN. HATCHING INDICATES LINE OF RECESS IN TRUSSES i ,L FOR HANGING A/N e o -----------I I I I I I I $u I L I L 11 I---------------------- I I I I I 6.12 I I . 6:12 I I I a Co =boa I G.C. VERIFY R-38 INSULATION GARAGE / PORCH ROOF VENT REQUIREMENTS I ROOF PLAN CAD FILE NAME VENTILATION CALCULATIONS x 06-15-16 REVISED ATTIC AREA = 621 SQ. FT. / 300 = 2.07 SQ. FT. to J r0 - SCALE: 1/8" -- 1411 6' X 144 = 298 SQ. IN. J �� AT 5IDE5 HALF AT UPPER 2/3 ROOF VENTS =149.04 SQ. IN. 2NCco # UPPER 2/3 ROOF VENTS REQUIRED = 2 • HALF AT LOW SOFFIT / EAVE VENTS =149.04 SQ. IN. _ co ACTUAL SOFFIT VENTILATION = 514.1 SQ. IN. ` V 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING mz NOTE: Z I HP7 Ut I HIL tDHUIW I Ht I I I IL AL I HII,NNZZM o OF ALL RAISED TEXTURED FINISH BANDING oc ANISAND FINISHED KEY5TONE5 (WHERE > APPLICABLE) IF THICKNESS 16 TO BE o DIFFERENT IT WILL BE CALLED OUT AT o SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS 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 SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R, - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 (VERIFY W/ TRUSS MANUFJ 12 a6 6� ROOF TRUSSES AT 24" O.C. —�- (TYPICAL) OPEN RAILING LOFT 4V �4 N' --FLOOR SYSTEM �- coNc. KITCHEN OPEN To LINTEL LlDINING P RCH BEAM 00 LANAI°' R ST. DD SECTION AA. SCALE: 1/8": I4" 12 6� 6 L SHINGLE ROOF G.C. VERIFY PLT, HT, ALUMINUM OVER — - - - - 2x6 5UB-FA5CIA (TYPICAL) SHINGLE LSrUGCO ROOF FINISH 7 12 LSHINC�LE 12 SECOND F.F. LINE 4D SECOND ��. LINE 8" ROOF 6 T.OM.T.O.M. TEXTURED L-TEXTUREpLTEXTUREp TYP. FINISH �, * FINISH ro ' TEMP. FINISH RETURN 055. AT 5IDE5 • JOB NUMBER 26002,147 CAD FILE NAME LOT 4 TB x 06-15-16 REVISED EST. 1994 e, --a to J r0 TYP. 6' 0 J �� AT 5IDE5 MAIN FF. LINE 2NCco SII • _ co ` V a4f) 0 0 � 3 o� 0 1 t �++ N �o zv v • JOB NUMBER 26002,147 CAD FILE NAME LOT 4 TB ISSUED 06-15-16 REVISED EST. 1994 e, --a TYP. 6' RETURIII AT 5IDE5 MAIN FF. LINE • MAIN FF. LINE MAIN F.F. LINE GRAPE LINE LLQ (ASSUMED) 0- LEFT ELEVATION co c In IS SCALE: I/8" - 14" � .�-+ UJ S2 a �ILL 00 Ln1,��1111I1.11 170', C A. 12 -SHINGLE 12 �qr: T Q" • �4 6 6 ROOF G.C, VERIFY ` ALUMINUM OVER 2x6 5U5 -FASCIA PLT. HT. - F,G, (TYPICAL) PLT. HT.- STUGCO STUCCO m FIN15N * N * FIN15H o� W 12 DAVIS BEWS DESIGN GROUP T.O.M. 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813. 925.1300 TFL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 e, --a MAIN FF. LINE MAIN F.F. LINE GRAPE LINE LLQ (ASSUMED) 0- LEFT ELEVATION co c In IS SCALE: I/8" - 14" � .�-+ UJ S2 a �ILL 00 Ln1,��1111I1.11 170', C A. 12 -SHINGLE 12 �qr: T Q" • �4 6 6 ROOF G.C, VERIFY ` ALUMINUM OVER 2x6 5U5 -FASCIA PLT. HT. - F,G, (TYPICAL) PLT. HT.- STUGCO STUCCO m FIN15N * N * FIN15H o� W 12 T.O.M. TYP. 6' RETURIII AT 5IDE5 MAIN FF. LINE 12 SECOND F.F. LINE 4SHINGLE 2 SECOND F.F. LINE v' T.O.M. ROOF T.OM. a, TEXTURED FINISH MAIN F.F. LINE TEMP. e TEXTURED FINISH _ MAIN F.F. LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - 14" 12 12 6� Q6 Z5HINGLE G.C. VERIFY ROOF�7 ALUMINUM OVER 24 SUB -FASCIA PLT. HT. (TYPICAL) _PLT. HT. - - SHINGLE ROOF LSTUCCo cp FINISH ROOFSHINGLE 12 6" BANDING 4� FINISHO SECOND FF. LINE 8" a4 - SECOND F.F.. T.OM. T.o.M. /TEXTURE[) d L-TEXTUREp TEXTURED 0 . 0 z: 0 '''`'� �tR 7tFN11 ' O W I 00 I 0 0 2600 FINISH 7 FINISH FINISH TI TLE.11 MAIN FF. LINE MAIN FF. LINE SIDES AND REAR ELEVATIONS VSAANr-uKLj GRADE LINEA (ASSUMED) RIGHT ELEVATION # 16 2 3 09 SCALE: 1/8" - I'-0" L VAT E E ION "Al GARAGE LEFT #3 BUILDING WRAP TO GO OVER FLASHING I I I I � � I FLASHING TO BE FLEXIBLE SELF j#1 ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST Jr' MATERIAL PER :VATIONS WITH APPROVED )ERLAYMENT (REFER TO - VER SHEET) ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN _ BRG. HGT. IM. DRIP EDGE .FASCIA JTED ALUM. SOFFIT :ATH &EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 10111 F 26002.146' 15/32 O.S.B. SHEATHING LOT 4 TB 06-15-16 o � 2X4'S @ 16" O.C. BRG EXT WALL ��s\5 � BUILDING WRAP BEYOND CORNER PATCH FLASHING TO EXTEND 36" PROVIDE SELF ADHERED Z 0 0 O o�Co u.€_m FLASHING UNDER S.G.D. ASRUBBER N ro^ i MEMBRANE BEYOND EXTERIOR FINISH I I 7/16" O.S.B. SHEATHING SHOWN, PROVIDE 4" -1" BEAD OF BUILDING WRAP BEYOND PER BUILDER CONST. ADHESIVE TO BE APPLIED I CAULK/SEALANT OR SOLDER PROVIDE FLASHING UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING ° I FLASHING. BOOT AT POSTS AND RETURN UP JAMB 6". USE ( AND DECK FLASHING. I CEMENT PLASTER STOP OVER RIM JOIST LIQUID NAIL BRAND OR EQUAL I � EXTERIOR FINISH I WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ WATERPROOF MEMBRANE WATER PROOF CAULKING L�� PER BUILDER (4) 1/4" X 4" LAG SCREWS CONNECTORS c SPACED EVENLY @ 24" O.C. MAX _ � 24" FLOOR TRUSS 7/16" O.S.B. SHEATHING TEXTURED CEMENT s ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH FLASHING. PROVIDE SELF ADHERED USP HTA20 STRAP 8' CMU BLOCK FLASHING EA. JOIST LAPPING DOWN OVER RIM JOIST F 26002.146' ME LOT 4 TB 06-15-16 o � J N ��s\5 � CORNER PATCH 0 0 O o�Co u.€_m N ro^ o`� � Zr�v Mel I MON I AND UP WALL BY 6" WATERPROOF MEMBRANE 20" FLOOR TRUSS 2X8 TRIM BOARD STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING � 7/16" O.S.B. SHEATHING LAPPING DOWN • x C 0 WiL Lo 26002.146' ME LOT 4 TB 06-15-16 FOR OPTIONS) � ��s\5 � CORNER PATCH ° OVER RIM JOIST 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" SEE STRUCTURAL FOR (4) 1/4" X 4" LAG SCREWS CONNECTORS SPACED EVENLY @ 24" O.C. MAX � 24" FLOOR TRUSS �o TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH USP HTA20 STRAP 8' CMU BLOCK EA. JOIST DAVIS a Ews DESIGN GROUP 150 STATE STREET EAST o1.DSMAR, floRroA 3*77 813. 925.1300 26002.146' ME LOT 4 TB 06-15-16 FOR OPTIONS) � ��s\5 � CORNER PATCH TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY EXTERIOR SHEATHING WALL AL L CO V E I\ I N G wF�ryF FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING R RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL RFsisT 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. e'�R PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B FOR OPTIONS) � ��s\5 � 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 i WEATHER EXTERIOR RESISTIVE � SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING 1 WINDOW) , 2 FLASHING i FLASHING DO NOT FLASH i 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 WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER IJ,i ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE. FROM HOLES AND BREAKS, COMPLYING WITH co°- 'I ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF � .6 � � ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 0 Z. THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR., MATERIAL SHALL BE LAPPED NOT LESS .r THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND � � J TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE C) � LL EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. j m .•' ' R703.8 FLASHING •`' '`�`,.,,,`�-, • Ln+►++rt►tu .APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT � ``p% r ,, s� j 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 :o °: � O �', 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 O 6' '•••••• � '� � d � CONTRACTION, ASTM C 1281s AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF , I/lllillil SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED O 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 00 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. �= I 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. � 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. O 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250„ OR FMA/AAMA/WDMA 300... J 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.. 2-60-0 TEL 813.925.1800 FAX VWVW.DAVISBEW&CAM TAMPA •DENVER � EST. 1994 �- 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. c SANFORD 0�F'A 16-23Q9 FLASHING DETAILS FLASHINGS UNPERFORATED FLANGE 7/8" VULCUM CAULK BOTTOM JOINT ONLY MA50NRY BLOCK WEEP SCREED WALL MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" SELF -ADHERED FLASHING SELF -ADHERED FLASHING ABOVE ROOF 1/2° CEMENTITIOUS WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING DECORATIVE FINISH ALL INSIDE AND .®, OUTSIDE CORNER ®. • •®°®®®® WILL NEED TO BE EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT • •®•® MITER CUT AND RUBBERIZED ` ®® CAULKED ALL BUTT 11 11 - SHEATHING NEEDED IN CORNERS ADHESIVE CEMENT PLASTER IN .o c EXTERIOR SHEATHING 314 -1 BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE o, °.6 JOINTS NEED TO BE -�� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ACCORDANCE WITH ®•® ®®�® ° E H FLASHING SEE FLASHING SELF ADHERED FLASHING' ®® EMBEDDED IN 26002.146 5HEATHINCx • x carU 06-15-16 REVISED 7/8" CEMENT PLASTER -- 7/8" CEMENT PLASTER IN 2ND FLOOR VULCUM CAULK FOR TEXTURE LETTER ON CHEMICAL / WEATHER RESISTIVE SCORED WINDOW UNIT IN ACCORDANCE WITH ACCORDANCE WITH COMPATIBILITY ° ° y ON0M BARRIER DOOR ROUGH OPENING – ��–f----� ASTMC926 ASTMC926 L. > ;JM FINISH GOAT Lm 4 �' IL SLOPE 0 VERTICALLY FROM BROWN GOAT 6" X 18" H GALV. O�Cp 0.3 in :12.0 in APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT WOOD FRAME CONSTR. (0.6 cm :30.5 cm) MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED 5GRATGH GOAT SELF -ADHERED FLASHING AT ALL VERTICAL WALL INTERSECTIONS 3l4"-1" BEAD OF CONSTR. ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BY LAPPING DOWN SECTION -A (SEE ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING DETAIL WP02) FURRING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN \ LATH WALL BY 6 IN. 'rr' f" " "_ : " UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR BUILDING PAPER BUILDING PAPER .;. FINISH OR EQUAL WEATHER PROOF CAULKING / TWO LAYER5 WRB "f I, f {;tz CEMT. FIN. 7/16" O.S.B. NAILING FLANGE FLASHING , SELF -ADHERED FLASHING BUILDING PAPER �� 7/16" O.S.B. , , SHEATHING ° WEEP SCREED / „n �„ J", tt f fr \ SHEATHING , o SEAL TOPS OF JOISTS TERMINATE SELF SEAL TOPS OF JOISTS � ei o,1 " WIRE LATH , ,' KEEP TOP EDGE OF WEEP CEMENT _ ADHESIVE FLASHING UNDER DECKING (SEE DETAIL WP07)..,. -° 1 . � ,� ,,;r;,"fir; SUBFLOOR ,...., , ,., , . METAL SCREED 2" BELOW TOP OF AT LOWER N05E OF ,> FLASHING BLOCK M.W.W.5. 31/2" / SELF ADHEWE RIM JOIST FLASHINGS UNPERFORATED FLANGE 7/8" VULCUM CAULK BOTTOM JOINT ONLY MA50NRY BLOCK WEEP SCREED WALL MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" SELF -ADHERED FLASHING SELF -ADHERED FLASHING ABOVE ROOF 1/2° CEMENTITIOUS WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING DECORATIVE FINISH ALL INSIDE AND .®, OUTSIDE CORNER ®. • •®°®®®® WILL NEED TO BE EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT • •®•® MITER CUT AND RUBBERIZED ` ®® CAULKED ALL BUTT 11 11 - SHEATHING NEEDED IN CORNERS ADHESIVE CEMENT PLASTER IN .o c EXTERIOR SHEATHING 314 -1 BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE o, °.6 JOINTS NEED TO BE -�� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ACCORDANCE WITH ®•® ®®�® ° E H FLASHING SEE FLASHING SELF ADHERED FLASHING' ®® EMBEDDED IN JOB NUMBER 26002.146 CAD FILE NAME • x carU 06-15-16 REVISED OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) too 2ND FLOOR VULCUM CAULK FOR OJ LETTER ON CHEMICAL / MIN: 3:12 SLOPE SCORED N0) COMPATIBILITY ° ° y ON0M LOCATIONS) AT ENTRY ° SELF -ADHERED FLASHING / SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE L. > ;JM Lm 4 �' IL i 0 VERTICALLY FROM ADHESIVE AS SHOWN) 6" X 18" H GALV. O�Cp 3�Etcs �rn L N I V � ;– ROOF MATERIAL PER C� ZrGet ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDIERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS JOB NUMBER 26002.146 CAD FILE NAME LOT 4 TB ISSUED 06-15-16 REVISED OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) `,: = ' 2ND FLOOR VULCUM CAULK FOR 6" X 18" H GALV. -- LETTER ON CHEMICAL / MIN: 3:12 SLOPE SCORED ALL COMPATIBILITY ° ° ALL LEVEL VALLEY VERTICAL WALL RELEASE PAPER LOCATIONS) AT ENTRY BOTTOM NAILING (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER IAIAI I nUL ATUlLlf% ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER FLASHING DRIP EDGE GALV. GALV. MTL. FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR 3:°•xrt':: °: •° •: •:: s:.3a,.?:v,a'.ea,a.°•:.°°:..:. FINISH 2" ABOVE ROOF FLASHING v y4.�., b � is � ..1.:,"J.;, •. CAULKING ! f J • � � 5 :': y'•. :Jud..! .:✓ ��J•: �.. .:; :1.:x.1.:.:10.. FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE N�� ` – FASCIA FIGURE 3: CORNER DETAIL THR S OLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW - ASTMC926 OVER WOOD ®°® o • SEALANT USING ®®° EXTER. WALL FINISH REFER TO TECHNICAL / ;:;,:.., OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) `,: = ' 2ND FLOOR VULCUM CAULK FOR 6" X 18" H GALV. -- LETTER ON CHEMICAL / MIN: 3:12 SLOPE SCORED ALL COMPATIBILITY ° ° ALL LEVEL VALLEY VERTICAL WALL RELEASE PAPER LOCATIONS) AT ENTRY ° SELF -ADHERED FLASHING / SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE ROOF EXTEND A MINIMUM 6' RELEASE PAPER TO EXPOSE i VERTICALLY FROM ADHESIVE AS SHOWN) 6" X 18" H GALV. BOTTOM OF THRESHOLD ;– ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDIERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS SECTION -A (SEE DETAIL WP02) \ SELF -ADHERED FLASHING '� / _ 1/2" CEMENT PLASTER .;. FINISH / SELF -ADHERED NAILING FLANGE FLASHING / \ 2 1/2" PERFORATED / SEAL TOPS OF JOISTS '®•q• BLOCK FLANGE 1/2" WEEP DO NOT FLASH OVER i UNDER DECKING INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** CEMENT , o SCREED BOTTOM NAILING (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER IAIAI I nUL ATUlLlf% ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER FLASHING DRIP EDGE GALV. GALV. MTL. FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR 3:°•xrt':: °: •° •: •:: s:.3a,.?:v,a'.ea,a.°•:.°°:..:. FINISH 2" ABOVE ROOF FLASHING v y4.�., b � is � ..1.:,"J.;, •. CAULKING ! f J • � � 5 :': y'•. :Jud..! .:✓ ��J•: �.. .:; :1.:x.1.:.:10.. FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE N�� ` – FASCIA FIGURE 3: CORNER DETAIL ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER �E CONTRACT RSO {`G°` oq�CR0 Fso /�,'vc �q` syq t100f °AGK ° s\Ol O FI�P�M�N4 \ I-p,F TYPICAL ROOF TO �RF�ootioo� z o0RSE \314 Rss \ Q 0411Vol? GE WALL FLASHING DETAIL qT TO SANG a,�NGOURae 3�°Gp OGoVRs, \ �sE MESP� 2N RAKE METAL TI 2s DRIP EDGE 5 2 11 EAVES LINE VALLEY BY CENTERING 36" WIDE 14" CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE V//WATERPROOFING SHINGLE 7' // UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT DO NOT NAIL WITHIN 6" OF-- VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 1„ 111 TEXTURED, PAINTED DAVIS BEWS DESIGN GROVP EXTER. WALL FINISH CRICKET AS EST. 1994 (F --- SPECIFIED ROOF CRICKET: 6" X 18" H GALV. -- BY PLAN MIN: 3:12 SLOPE FLASHING CONT. (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP LOCATIONS) AT ENTRY ROOF SHINGLES 6" X 18" H GALV. FLASHING CONT. — ;– ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDIERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER �E CONTRACT RSO {`G°` oq�CR0 Fso /�,'vc �q` syq t100f °AGK ° s\Ol O FI�P�M�N4 \ I-p,F TYPICAL ROOF TO �RF�ootioo� z o0RSE \314 Rss \ Q 0411Vol? GE WALL FLASHING DETAIL qT TO SANG a,�NGOURae 3�°Gp OGoVRs, \ �sE MESP� 2N RAKE METAL TI 2s DRIP EDGE 5 2 11 EAVES LINE VALLEY BY CENTERING 36" WIDE 14" CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE V//WATERPROOFING SHINGLE 7' // UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT DO NOT NAIL WITHIN 6" OF-- VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 1„ 111 NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 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 • E>E14VER. EST. 1994 (F --- NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. • LU ci Cry INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1 BELOW cw - 00 FINISH FLOOR p m _O � 2 OCI OPTIONAL DETAIL Ln ►*� ��,,,� ITT s2: WEEP SCREED DETAIL os z .= SCALE: NOT TO SCALE 2� .�> '4 0 0 ,� • • G? , SHEATHING O 1 a SELF -ADHERED FLASHING PATCH I METAL FLASHING 1 1 1 I V/ I" V1 .VLL 1 FLASHING DETAIL 31NEERED ROOF RUN KIGKOUT FLASHING 6" J IS AT 24" O.C. PAST EDGE OF ROOF 4 — ROOF PER PLAN 8U\IDI TYPICAL ROOF TO SANFORD WALL FLASHING DETAIL PLAN VIEW o /I -AR A R� THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND l000 l...A�) H NU Ut TAILS WATERPROOFING METHODS TO BE USED. N.T.5, 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 • E>E14VER. EST. 1994 (F --- • LU ci Cry INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1 BELOW cw - 00 FINISH FLOOR p m _O � 2 OCI OPTIONAL DETAIL Ln ►*� ��,,,� ITT s2: WEEP SCREED DETAIL os z .= SCALE: NOT TO SCALE 2� .�> '4 0 0 ,� • • G? , SHEATHING O 1 a SELF -ADHERED FLASHING PATCH I METAL FLASHING 1 1 1 I V/ I" V1 .VLL 1 FLASHING DETAIL 31NEERED ROOF RUN KIGKOUT FLASHING 6" J IS AT 24" O.C. PAST EDGE OF ROOF 4 — ROOF PER PLAN 8U\IDI TYPICAL ROOF TO SANFORD WALL FLASHING DETAIL PLAN VIEW o /I -AR A R� THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND l000 l...A�) H NU Ut TAILS WATERPROOFING METHODS TO BE USED. N.T.5, -I I - 11 L I t L 1 1._ 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUARE D DISC. REFER TO FLOOR TYP. 014 AND M2 COPPER TO PLAN FOR NOTED MAIN DISC. IN61DE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL M0 COPPER TO WATER HEATER UNDERGROUND 18 COPPER TO RANGE SERVICE BY "4 COPPER TO 5/8" GROUND ROD POWER COMPANY ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY V APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ELECTfR1CAL. <E �& DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wkp. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET j DUPLEX OUTLET IN FLOOR 4 220 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 TRACK LIGHT FLUORESCENT LIGHT FIXTURE g EXHAUST FAN EXHAUST FANLIGHT COMBINATION 0 ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CANON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c(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 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD 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 A50VE FINISHED FLOOR - SWITCHES ... LOOR:SWITCHES.... 42" OUTLETS..... 14" TELEPHONE. ..141" (UNLESS A5V 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 ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE W.C.I. PROTECTED (Gf-I) 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5T4 EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BURNNG 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. S. 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. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED (2) A/C - DISCONN. W.P. GF.I. ELEC. METER W.P. / G.F.I. FOR TA3. SERVICE COACH LIGHT 3'-6"x3'-6" 3'-6"x3'-6" A/C PAD NO.1 A/C PAD NO.2 (VERIFY (VERIFY LOCATION) LOCATION) - 220 V. MICROWAVE OUTLET +14" (SINGLE) VENT MICROWAVE HOOD TO EXTERIOR PENDANT II (VERIFY I I (VERIFY LOCATION) I I LOCATION) II � II DINING qp � I OPT. W.P. P H �� LIGHT GF 1. ORC \ I --------------------j E • JOB NUMBER 26002.14" CAD FILE NAME LOT 4 TB ISSUED 06-15-16 REVISED x m w 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER C U ro 0 -1 �m V�a O N M sm N d r o�JM `` 00 ro �;�• -5 82 coo E L cy N p * m 6.0 � N zr2a • JOB NUMBER 26002.14" CAD FILE NAME LOT 4 TB ISSUED 06-15-16 REVISED E • 2600 COACH LIGHT �,)\LDI/vo SANFORD 6 �� FPAR vo #16-23n9 • TI TLE • MAIN FLOOR ELECTRICAL PLAN MAIN FLOOR ELECTRICAL PLAN 4SHEET A GARAGE LEFT �'-- 6 0-) X__ DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER -�� EST. 1994 F�- E • 2600 COACH LIGHT �,)\LDI/vo SANFORD 6 �� FPAR vo #16-23n9 • TI TLE • MAIN FLOOR ELECTRICAL PLAN MAIN FLOOR ELECTRICAL PLAN 4SHEET A GARAGE LEFT ELEG I fRICAL E'T- 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -WITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f) EXHAUST PAN EXHAUST PAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) 0 FU5H5UTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT Cpn ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 1 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING PAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.F.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWATCHES.... 42" OU'TLET$..... 14" TELEPHONE...14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED V.P. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA.10, NEL. 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 CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURP06ES. 8. ALARMS SHALL (RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION 8MOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. GC. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * HOR1z. MAKE -U LIGHTS JOB NUMBER 26002,147 CAD FILE NAME C x m w ISSUED 06-15-16 C J r0 J 0 N. v+ 2 CR OLDSMAR, FLORIDA 34677 813.925.1300 TEL (mo W W W.DAVISBEWS.COM TAMPA • DENVER > ;JM L L �o LL 00 v�ah _o�C°o 3�E LL o. i T L r zr�� JOB NUMBER 26002,147 CAD FILE NAME LOT 4 TB ISSUED 06-15-16 REVISED 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 CD Ln w Y O O z w � z FM=4 oc r%loo O p z � �- O O>= 2600 . ,IaIN0 USANFORD #1-2309 UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT D 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 CD Ln w Y O O z w � z FM=4 oc r%loo O p z � �- O O>= 2600 . ,IaIN0 USANFORD #1-2309 UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT DESIGN PRESSURES METAL 'COATINGS WITH PRESSURE TREATED WOOD E N E R Q L N OT E C� 1 /�y GENERAL IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, WIND EXPOSURE B METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES INTERNAL PRESSURE COEFFICIENT +/-0.18 OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ° OF SOIL UNDER SLABS AND UNDER FOOTINGS 70 BE COMPACTED TO A7 LEAST 95% 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. O4 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 10 (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR (-) 22.0 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 100 THE MEMBERS OF THESE WALLS WOULD NOT NEED 70 HAVE CONNECTORS APPLIED. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS =15 PSF B)BALCONIES =15 PSF 1. HOLLOW LOAD BEARING UNIT'S SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF PSI (fm = 1900 PSI) GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL AT THE TOP & BOTTOM & MAXIMUM V-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING &LINTEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" PERPENDICULAR 70 TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN. OR PER TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 1 2. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PEMANE T CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCSI-B3). TABLE CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED A7 CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH I PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10.SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD 2 2 2 U.N.O. -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 Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft = 1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/s' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O4 O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x T-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM655 5 4 a J✓" STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS Q Z Q D w 0 CD W..... - - --- - - - -- v 0 N Z O F_ z 00 w t F- ' i C) Lu o 0 U z Lu 0 J m O - - -- - ---- ..- J LL W LU P W LL O W Z 0`N%% sill)//��'! w M Eil �i EL I L 00 si J� �••g�� civ = Z 0• Q `Z:r C J %0_ r„y w Q �z �• Z D •••••... ••• �'" O NTIALS Ra �. m U - EA w d OO U Q N cl Uz o w o z° Q = U c O U • LL O U Z O O a L U V,♦ ) D W Z C5 OLL W J �:o-.�- Z ca w z�"'� E O 08 < z�LL� Q J - o rn U z (5 �0000t O � �wz_fO'- J N J U) IYZ�p VJ Z = Z E _ Z < Qcnzp E Y ?� �1 OU ON�a Yw N J U � U-w`N¢ 4 J Z UU O UW Q W Z = 0 05 w a 2 z 0 a O W z W o w 11 W q Z l<_ZWO '- UQW O W 0 000 �O zN � m U) O W cl E cn W0 w Q0= 0 0 U H U) STRUCTURAL ENG CNS/BED/RMG Q F_ SFO), Z STRUCT JV w QC CHECK: CC ---- ---wJOB No TM - 2152529 = SCALE AS INDICATED # 1 6 2 3 09 ~ DATE 07/28/2016 si FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q I— A/C PAD A/C PAD 40'-0" LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2"' 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE Lu 11'-4" " MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON a fil" 13'-0" 14'-4" COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER U) W MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. .=. d' 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM o W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. N From ■ ■ c LAP SPLICES SHALL BE NO LESS THAN 25". Z . ■1 ■ ■ ■ O ■ ■ 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR F- Z FO FO FO RECESSING DOOR SILLS. p O D D I W D 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. I— 2 2 2 2 =LL I 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE W U SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) O O U o a EXTEND FOOTING AS o CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U b F08 REQ'D UNDER FO -4" FIN. FLR o .- THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR (D CO w .- b) p POCKET SLIDER AND D V USE ALTERNATE APPROVED METHOD. Z ❑ ADD (1) #5 BAR 40'-0" 2 STORY FTG ( 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. j 13'-10" 11'-2" 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL m SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE p AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION _ INSTRUCTIONS. O ■ • • ■ • ■ ■ ■ ■ ■ _ 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W ■ w 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED � W I DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO Ii- F1 MF01 DETERMINE STEP LOCATIONS IF REQUIRED O ■ D SD1 I 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z I INTEGRATE COLUMN w/ AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD 0uJ 0)MAIN HOUSE I ■ FOOTING STEP DOWN AND CORNER INFORMATION. U) N%%0%11111111111//`'`, CL 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 'o i 00 •+••• �� .+moi` C V p 0'-0" FIN. FLR I SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH •: •• ••• . % �L '' Q J Z u_ AA. N �y1 Q ■ ■ PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION rn ©�_U OQ I I 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER � �C � � � uJ J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS , �; 0 : I 31/2" THICK CONC. SLAB W/ 6X6 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ••.•• Z I FO W/1.4 XW/1.4 W.W.F. OVER 6 MIL PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL ��e•` O �.� - � D VAPOR BARRIER OVER CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO •. ..• +• m � r I COMPACTED FILL. I FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. �C �� I I SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, ■ MF01 ■ COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS SD1 / I DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W I (U THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 (L PSF. o 0 I I 14 PENDING DITIONS, IF ASTEMWALL Z • wolZ ■ DETERMINER EQUIIRED COURSES FOR FOUNDATION. SEE J�ylC — STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q a , U ' �3J N Li -0" 5'-11" 4'-8" 4'LL -6" -0" 9'-4" FOOTING SIZES PENDING DEPTH OF STEMWALL. C p 10 >- W o I FOOTING SCHEDULE 0- G4 ° = 0 L FO Q U _o 2 IEO --� 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. z co D `Y' O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. O ° ri 04 q's,prl I BARS & 3" MIN. COVER TO EDGE OF CONC. 0 V d U ■ \ ll� FO 2O 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2 HORIZ. CLEARANCE BETWEEN .MIN (3) # 5 E.W. Z Ozy) z G9�S1 9� D = N, COVER TO EDGE OF N �tti 0 I o FO I 28'R 88x112' dlp w/ #5's EQUALLY SPACED A. o ih D o 2.3 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. ■ BARS & 3" MIN. COVER TO EDGE OF CONC. d Q� m 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. ---- 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 2 BARS & 3" MIN. COVER TO EDGE OF CONC. U 6'-711 1'-5 3'-21. - I 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 5 7 Z 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # E.W. !tP' BARS & 3" MIN. COVER TO EDGE OF CONC. U) o MF01 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z � 60 ■ I a SD1 3O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q `D BARS & 3" MIN. COVER TO EDGE OF CONC. W J ^ o O -"" ti I 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. O �, o .- 3.5 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. ZZ 06 W "z uj m n E `V I I BARS & 3" MIN. COVER TO EDGE OF CONC. SPACED EA. ~ O I- F � $ rn Q o '" $' ■ 18'-0" 2 STORY FTG 48"x48"x12" d w/#5's EQUALLY p Q Z o 2- ST 2 2- STORY ■ 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. U � 0 ~ 0 0 0 FO -4 FLR I FO F1 MF01 ( BARS & 3" MIN. COVER TO EDGE OF CONC. J z a o c iv D. D D SD1 54"x54"x16" dp w/#5's EQUALLY SPACED EA. MIN # 5 E.W. W 2 Os O � O Cn 0 ui o M 4.5 O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN (8) w Z rn�u Z - BARS & 3" MIN. COVER TO EDGE OF CONC. _ Z<Q z0 O 60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. S z 0 5 ¢ o= w I - N BARS & 3" MIN. COVER TO EDGE OF CONC. U W N U FO D m-\-4" FIN. FLR SYMBOLS LEGEND o o -4 FIN. FLR PAVERS U o O LL 12'-6211 I LL _ a -- 0D ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q I j TO TIE BEAM (8'-0" O.C. MAX U.N.O.). Z w a 2 2 ■ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. ■ ® ® TO TIE BEAM. 0 = N Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. - (D z Q ■ ( INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. Q , #5 CONT. FT.G TO TIE BEAM. 0 W I z N W uJ M F02 SD1 F02 SD1 p W ■ Z ■ I M Z W Q I _ o .3: J �QLu MF13 o 0 00 SD1 I o Lu CO w z 0 04 ca �Ww ■• •■ w 5j:a 0 w) Q0_ DOb0 _ 1_ F' - D 0 D '-2 " U � 31-0" 161-0" 3'-0" 6'-61' 10'-4" H 22'-0" 18'-0" STRUCTURAL ENG: CNS/BED/RMG 10 'J <i DRAFTING: -- 40'-0" P: 101 Z -STRUCT: JV QC CHECK CC rNF-) JOB No. TM -2152529 FOUNDATION PLAN A�Tt Z SCALE: AS INDICATED - -- -- —07/28/2016 DATE: -- 2 _ LI - LL A'1__ r � SYMBOLS LEGEND LLJ J �_ ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. H <( 11-4111 4�� 1 �_4„ 1'-4" TO TIE BEAM (8'-0" O.C. MAX U.N.O.). z w 11'-8" 13'-0" 10'-0"�01 0 • INDICATES GROUT FILLED CELL WITH (2) VERT.#5 CONT. FTG. w TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. N r r ■ ■ ■ ■ ■ ■ ! INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. 0 #5 CONT. FT.G TO TIE BEAM. Z 00 w _ a Lu F O U 00 1'-2" $° CD W bo BIDz C 10'-2" 2'-2" 10'-2" 1'-8" 2'-0„ 2'_0" 6-10" 21-411� J m Q ■ ■ _ O -- oil ■ =LU w coF- w ch - U - o O , o ■ M Z (1) CONT. #5 FROM TIE `,`��111111II�I��A uj M i, �t ■ - Q EL It BEAM TO FOOTING �`, �C. •,.* ..; •��tf 00 fVa �. J tV ■ ■ (1) #5 @ TOP, BOTTOM •� P �- = Z & MID -HEIGHT OF a f- 0: Q= N p U COLUMN c� z° , ¢ C7 Q u j J Q MASONRY WALL , 5� Gj M r 1 Z v o 70REINFORCING PER �i •••••..... •'••• `�` L < 'v "n PLAN (TYP). A * RO�,,� Q W O (1) #5 @ TOP, BOTTOM I"- 4/11111111 / FILLED CELL & MID -HEIGHT OF a , ■ COLUMN W M� O p ■ I —d a PLAN VIEW o wolfs M / Q 0 C6 u CD ZQ Q O �lyl N SECTION VIEW w a ■ a ° A4 Z ¢ ° C° _co fi D1 MASONRY COLUMN TIE IN a _ �, Q 3/4 =1 0 F �tiSti U F ----I 50; �� II L---� u; Q CV V 0 U) I— (VC1 0 Z ■ ■ aQ, V Lu J tion 06 W ZHMi` E M CD 0 z Z C) h M Q ZfnLL� U■ O �rgwzz C,CO� J fn zn c o w =¢ 0 0ua) : m .J ❑ F ww 0 zQQWZo I- O ox- �a Lu UCN �a¢ a[1'-4"zJ O zX.02 -8 7 -0 1 -6 �� 2 io 0o OU zo 0w Q w z ui 00 ■ ❑ ElCL M z a ■ o o W ow o z W o � I— W 'ct ■ z Q zW� O. ■ O O 0 0 IT 0 0 z 04 OC J Z w F— O W --- ___ ---J !2 w>' 0 w0 O F--�� 3'-0" 16'-0" 3'-0" U IZ H W STRUCTURAL ENG: CNS/BED/RMG zSTRUCT: JV W ----- -._ _....--- _...... -._.._ w1 _DINC QC CHECK: CC SANFORD JOB No TM 2152529 SCALE. AS INDICATED DATE: 07/28/2016 DOWEL LAYOUT PLAN -16 2 3 0 9 1/4'1=11-011 3 � n J05 J06 J07 J08 J08 M co M M M co co M M co 04 Cl O O O O O O O O O O O w w w w Ir of O w w w Ir w O� ��i�i�i�i w 0 n i i�i�i�i�i�i�i�i■�i Q O O U Z � iii �i�i� ipip ski Iw— a r. d. 0 Z U O o O N_ O I11 � z J05 J06 J07 J08 J08 NOTE: SEE PAGE S4.1 F 'x8 TOP @ 9'-4" kNTILEVER BEAM FOR ABLE END BEARING J Q Z W D w 0 n J � V Q O O U Z � cri Iw— a r. d. 0 Z U O o O N_ O I11 � z O I— W Z z W ~O Z 0 ~ V)QLL w O 0 ❑ 000 Ill M to z N � m w � LLJh 0 W 00 U 0 >- O W O Wp ~`~ W Z 0 U) STRUCTURAL ENG: CNS/BED/RMG Z DRAFTING: - H Z LlJ J QC CHECK: CC \LDI/VC LD JOB No. TM - 2152529 W IY m O------ -j LL \ W W P W LL O `%%%W1111111, LI 0)�! 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BLOCKING TOP BOTTOM O(3)2X6 CING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf3rd. PT. BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN BW6 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. SPF 1/2" THREADED ROD @ 48" O.C. 1160 pif ird. PT. 7" EMBEDMENT 12" 7" EMBEDMENT ADJUST AS REQ'D TO MISS STUDS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 1 3rd. PT. (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 81 MGT w/(22)10d a' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN BW12 SET EPDXY MIN. 7" EMBEDMENT 1/2" THREADED ROD @ 48" O.C. 1160p If 1 PT. HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET 12" SYP ADJUST AS REQ'D TO MISS STUDS 3rd. STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2' THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED 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. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG: WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE . -1" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN BO (3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST M O 6x6 SYP #2 POST NO 8x8 SYP #2 POST P O 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. R O 3-1/2"x7" LVL COLUMN. SO 3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. YO 3 1/2" X 117/8" LVL COLUMN O5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8' EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)a" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22„ 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" 8d RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(lb) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)T"x2j" H2x10 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/4' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 Q (1)ply TRUSS (10)10d x 11" NAILS FRAME TO CMU (1)ply 1985 (2)ply 1900 (1)ply 1985 (2)ply 1900 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4'x24" TAPCONS H10A w/(18)10d x 12" NAILS OR t�e�e H10A 1015 H10A 1340 31 (2)piy TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5x11.25 HTS20 w/(24)10d x 11" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE(3)12d TOENAILS) PLATE NAILS &(18)4'x24" TAPCONS PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 Q MTS 12 w/(14)10d x 12' NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 81 MGT w/(22)10d a' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 2 1.75 x11.875 LVL () 5" EMBEDMENT NAILS & (18)4"xA" TAPCONS F-91 HTT4 w/(18)16d x 21" 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 E HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)11"x22" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4'x 2a' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/ 18)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 1 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6" o.c. (TYP. LTT20B w/(10) 10d NAILS & $' EPDXY ANCHOR w/SIMP. SET 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 21" NAILS w e' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS 20 F (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. 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. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 M 11.i «M TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)T"x2j" H2x10 PLATE TAPCONS H © ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/4' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 -. TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4'x24" TAPCONS '••.o..••• t�e�e ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS &(18)4'x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TOPOST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"xA" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 1. 7 63.5x1 8 5 2 1.75 x11.875 LVL () TO MASONRY: IMP. AS S HU410 OR HUC410 w/ 10 10d ( ) NAILS & (18)4"xA" 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)11"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6" o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) M 11.i «M 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O 00 w V+ = 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) H © 16d NAILS H2x12 2)2x12 #2 SYP w/4' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) -. 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) see 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) '••.o..••• t�e�e 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 11 (3) 2x12 #2 SYP w/ FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS, 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10: USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS 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 E SHOP DRAWS, ADDITIONAL FES 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. W a � z 0 Lu a co Luv 0 i Q i W v� - •»' �1'"r c G w pp M 11.i «M N O 00 w V+ = = p U H © �4 J -. w Z Q Q see �i '••.o..••• t�e�e O LL 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE w ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND r � BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE a `./ ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 0 O AREAS, THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER Z ^ THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. ¢ BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE Iw- 0 z° TRUSS MANUFACTURERS LAYOUT = a o ° ----STOP---- IUL � z AND CALL THE ENGINEER OF RECORD PRIOR TO o PLACEMENT OF ANY TRUSSES o z��9,� cn 0 Q NAILING SCHEDULE: 0 ROOFS: L Q ui ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" !_- O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND n/ 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR LL. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF CD O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE p z SPACED NO MORE THAN 24 O.C. < _ GABLE ENDS: w U Lu � J pian ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O O.C. Z ( N 0 UJ co E AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER _O W °� Z � -1 8 EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. F- Z D O ¢ Z U Z EXTERIOR WALLS: w O W j Q o o a g SEE WF10/SD4 FOR MORE INFO. r I� (n Z j w o NAILS: W O LLL 0 m E 0. NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. W J U 2 cn ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, w 4 w N a HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Z W Z U U N EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY z J O TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W 0 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL O BE IN ACCORDANCE WITH ASTM A 153. U W O APA SHEATHING NOTE: Z Lu 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED - = Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END w C� WITH (3)10d TOENAILS. U) O o. C� FLOOR FRAMING NOTES Z a D O W GENERAL NOTES zw 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 ~ W d' LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOORZ TRUSS DESIGN. Z LV b O � Q W NAILING SCHEDULE 0 M 0 O Ix p 0 1 FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION � O O 0 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). IllZ 2 N NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZEm EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. w F_ Q W"--' �. Lu �- 0 LL = NOTES: o �- 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. J STRUCTURAL ENG CNS/BED/RMG 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND Q DRAFTING: ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH z-STRUCT: JV DIMENSTIONS NOT SHOWN HERE. w _ ...____ _ ...... _.._.._ ...w _._ _. ..._ ... . . DI QC CHECK: CC JOB No. -- TM- 2152529 - SANFORD = SCALE: - AS INDICATED --- Q ~ DATE: 07/28/2016 ff NOTES & CONNECTOR LEGEND- S4,1 1/411=11-011 ___ �_-_ _--_-__--___-____- ____�__-�__1 ---____�_-��'_,_-�_-_�._� ~__-��_-.____-____A _-_-�_ ' ` ' ` ` ' STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Pz WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. w 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Lu TO FOLLOW THE DETAILS INDICATED BELOW' i OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 04 SHEATHING IS NOT CONTINUOUS) z OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 0 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) a 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. LO w/ STRAPS ON BOTH 0 U) (D LLJ SIDES OF WALL z WALLLEGEND HGT. W/ ARCHITECTURAL J02 J02 U) ui J03 so &0 COO R16 u R14 z Ld WALLS WITH PLASTER OR STUCCO FINISHES 0 ct 0 2 SPACING SPACING WALL HEIGHT STUD & SPECIES w Lu < INTERIOR ZONE END ZONE 0 Lu u- LL- ui 101-011 U) EXTERIOR FRAME WALL NOTES 1 . 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR z 44 REQUIRED STUD SPACING. 2. ALL EXTERIOR WALL SHEATHING TO BE MIN. 1/2" PLYWOOD OR 7/16" 0 STRUCTURAL 1 O.S.B. & SHALL BE NAILED W/ (2) ROWS @ 3" O.C. @ w TOP PLATE & (2) ROWS @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL z uj OTHER EDGES AND 12" O.C. IN FIELD. BLOCKING SHALL BE PLACED @ ALL SHEATHING JOINTS. w 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE uj NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF z SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN z 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR z REVIEW OF EXTERIOR STUDS m 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE < LLF 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 0 0 0 000 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO n FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. w 2 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 0 0� ca 0 F- U) STRUCTURAL ENG: CNS/BED/RMG USANFORD JOB No. TM - 2152529 SCALE: AS INDICATED ROOF FRAMING PLAN DATE: 07/28/2016 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND # 1 6 2 3 0 9 S4.2 CONTRACTOR TO VERIFY THIP GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") .° q NON -SHEAR WALL T OPENING ' ° TYPI AL SHEAR WALL SEGMENT 8" X 8" X 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 4 DO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" AT CORNERS PRECAST "U" METAL LATH OR :.1r• BEND 0 LENGTH LAP SPLICE BEND O PROVIDE LINTEL W/ 3000 �0 WIRE SCREEN "Bit licit "D11 "All "Bit STANDARD #5 psi CONC. PER #3 OVER COURSES 41/4 77/ "'. LINTEL PER PLAN ••' {' ` 41/4 HOOK BAR. LAP LINTEL PLAN. IF #4 NOT REQ'D TO 5 5/8 91/2 20 3 55/8 OTHER BARS INTO REBAR IS • BE FILLED. 7 113/4 TYPICAL TRUSS ANCHOR PER PLAN 33/4 ti. CORNER AS REQ'D INDICATED IN #6 (SHEET METAL & 81/16 14 30 41/2 81/16 181/2 36 #7 LINTEL, #5 TO BE `. 16 1/2 PAPER FELT10"HOOK 51/4 913/16 213/4 PROVIDE SCREEN WHEN BLOCK BELOW IS 4'-4" 846/833 2121/1716 3127/2839 MARK ` WINDOW BY BUILDER."' i� -� d HOOKED INTO 6'-4" 526/434 1539/1539 1329/2267 714" 480/322 1334/1334 1964/1552 PROHIBITED) 8RF6-1B/1T �� 8 -4 415 / 235 1152 / 1152 1694 / 1552 z NOT REQUIRED TO BE FILLED 8F8-1B/1T z Oc PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D SIDE VERTICALS ' MORE INFO F- g0 2 (L STANDARD 90 DEGREE HOOK v Z U N Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z ON EITHER SIDE U.N.O. Z O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL �= ae e. °° '°- ' °' =' 4- "'� �' ° ° ' eA. 4 —° ° a a ::,,..`;•t �- •';''::. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. (2) 2X8 WOOD HEADER W ° ; ' 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR '• ; .c. ; TURNED SIDEWAYS. BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. ° w FIRST PLY 2X8 TO ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. q eREBAR ` MASONRY WALL W/ 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. DOOR OPENING "'- ` 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY SIMPSON HUS26 HANGER °..:. CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF ,• , :,:;., A :J4 @ EA. END. W/ (6) 3/16"!fix SUPPORT. 4 1-3/4" TAPCONS INTO 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT LL LL MASONRY & (4) 1 O X 1 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, e -j 2ND PLY TO 1ST PLY W/ z_ 10d STAGGERED @ 6" O.C. ADO'tLINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" _ °Ie W d. Z z V ROUGH OPENING PER PLAN ' — -. A' a' '. STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) ° `..I. 4: a .I °. #5 DIA. REBAR .° q NON -SHEAR WALL T OPENING ' ° TYPI AL SHEAR WALL SEGMENT 8" X 8" X 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 4 DO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 :.1r• BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE �0 "All "Bit licit "D11 "All "Bit ,i^it "D" #3 17/8 41/4 77/ "'. LINTEL PER PLAN ••' {' ` 41/4 9X1.//4 A #4 q 5 5/8 91/2 20 3 55/8 121/2 e • TRANSOM OPENING 7 113/4 25 33/4 ti. .° q NON -SHEAR WALL T OPENING ' ° TYPI AL SHEAR WALL SEGMENT 8" X 8" X 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 4 DO TYPICAL MASONRY CONSTRUCTION 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 :.1r• BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE �0 "All "Bit licit "D11 "All "Bit ,i^it "D" #3 17/8 41/4 77/ "'. LINTEL PER PLAN ••' {' ` 41/4 9X1.//4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 �', • TRANSOM OPENING 7 113/4 25 33/4 ti. 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 FRAME INFILL AROU14O 51/4 913/16 213/4 42 4'-4" 846/833 2121/1716 3127/2839 MARK ` WINDOW BY BUILDER."' i� -� d 'e 6'-4" 526/434 1539/1539 1329/2267 714" 480/322 1334/1334 1964/1552 SEE FOUNDATION 8RF6-1B/1T �� 8 -4 415 / 235 1152 / 1152 1694 / 1552 z SEE WF01/SD3 FOR / \ 8F8-1B/1T z Oc PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D SAFE LOAD TABLE NOTES MORE INFO F- g0 2 (L v Z U N Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z ON EITHER SIDE U.N.O. Z O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL Q �= j O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. o 2. 0 = NOT RATED. ::,,..`;•t �- •';''::. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. (2) 2X8 WOOD HEADER W . ; ' 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR '• ; .c. ; TURNED SIDEWAYS. 5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w FIRST PLY 2X8 TO ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. U) O ` MASONRY WALL W/ 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. DOOR OPENING "'- ` 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY SIMPSON HUS26 HANGER °..:. CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF ,• , :,:;., Q @ EA. END. W/ (6) 3/16"!fix SUPPORT. 1-3/4" TAPCONS INTO 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT 0 MASONRY & (4) 1 O X 1 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, 1/2" NAILS INTO HEADER. -j 2ND PLY TO 1ST PLY W/ z_ 10d STAGGERED @ 6" O.C. ADO'tLINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 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 GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE �0 "All "Bit licit "D11 "All "Bit ,i^it "D" #3 17/8 41/4 77/ 15 21/4 41/4 9X1.//4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 180° HOOK AD08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" #3 = 2 Y2"7#4=2Y2' #5=2Y2' #6=3" #7=3Y2" 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 J z LLI o U w- o z O p LO LU O Z J m 0 O LL = z • H o � 0 8F32-1B/1T 1-1/2" CLEAR U = �0 R 8RF30-OB/1T 0 STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -OB 8F32-1 B / 8F32 -OB •� 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 Z 0 C) W Q W u 11 - _ O 41 Z 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 31-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 T-4" 1006 1663/1349 5365/1999 7342/3123 10000 / 4249 4'4" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/ 1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 • 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'-0" 0 292/0 1160/0 1660/0 2439/0 - a MATERIALS „ 18 -0 0 211/0 750/0 1177/0 1676/0 • +06 20'-0" 0 180/0 598/0 1024/0 1441/02. 20'-8" 1 0 145/0 550/0 981/0 1376/0u- �1�41111/l w M �� rig �10� d d 00 •.. ••'••.• �c�j✓''�,� Lto �e o •. � o = z �� `"< d q: = a O 6 . w CQ Cra `'3 z •.••�•�•��• ••�. ``t p Q m u- � elrrrr►4,��`. 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED HEADER THE NEXT DEPTH DOWN. CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-OB 8R22-1B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/ 5421 2'-8" 1425 /1425 3343/3280 4933/4933 3'-0" 1230/ 1230 2769/2769 4085/4085% LINTEL DESIGNATION SCHEDULE 3'-4" 1081/920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT / U = UNFILLED R =RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T -- QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT i� -� d 'e 6'-4" 526/434 1539/1539 1329/2267 714" 480/322 1334/1334 1964/1552 A 0 8RF6-1B/1T �� 8 -4 415 / 235 1152 / 1152 1694 / 1552 z 0 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 Oc 8RF14-1B/1T SAFE LOAD TABLE NOTES F- g0 2 (L v Z U N Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z J Z O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL Q �= j O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. o LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 180° HOOK AD08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" #3 = 2 Y2"7#4=2Y2' #5=2Y2' #6=3" #7=3Y2" NOMINAL WIDTH 0° 8F16-1B/1T U Q 8RF14-OB/1T TYPE DESIGNATION z 13'-0" 10'-0" le O 8F16-OB/1T 1-1/2" CLEAR C U o O 8F20-1B/1T (�� W MM• 0 z OD O OD [-U REBAR AT TOP MIN. (1) REQ'D W a O O 8F20-OB/1T U -1 _ } .U. U Z 00 D O 0 8RF22-1B/1T LL - ML..FGROUT O 00 O 9'-6" 9'-2" 6'-2 00 K 8F24 -16/1T to Z REBAR AT BOTTOM OF LINTELZITY O 8RF22-OB/1T TTOM REINFORCING PROVIDED > o� 7-5/8" ACTUAL IN LINTEL (VARIES) O O O D D D iv M 2 -OB/1T 8" NOMINAL WIDTH O F 0 8F 4 d Q m M 0 FILLED u.i 0 8RF30-113/1T LINTEL PLAN_ 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 J z LLI o U w- o z O p LO LU O Z J m 0 O LL = z • H o � 0 8F32-1B/1T 1-1/2" CLEAR U = �0 R 8RF30-OB/1T 0 STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -OB 8F32-1 B / 8F32 -OB 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 Z 0 C) W Q W u 11 - 0x #5 REBAR AT TOP MIN. (1) REQ'D s 8F32 O - - Z 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 31-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 T-4" 1006 1663/1349 5365/1999 7342/3123 10000 / 4249 4'4" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/ 1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/ 1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/ 1738 13'4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284 / 0 950 / 0 1379 / 0 1997 / 0 MATERIALS „ 18 -0 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142 /0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 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 1441/02. 20'-8" 1 0 145/0 550/0 981/0 1376/0u- �1�41111/l w M �� rig �10� d d 00 •.. ••'••.• �c�j✓''�,� Lto �e o •. � o = z �� `"< d q: = a O 6 . w CQ Cra `'3 z •.••�•�•��• ••�. ``t p Q m u- � elrrrr►4,��`. 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED HEADER THE NEXT DEPTH DOWN. CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-OB 8R22-1B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/ 5421 2'-8" 1425 /1425 3343/3280 4933/4933 3'-0" 1230/ 1230 2769/2769 4085/4085% LINTEL DESIGNATION SCHEDULE 3'-4" 1081/920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT / U = UNFILLED R =RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T -- QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT i� -� d 5'-4" 664/572 1761/1761 2595/2595 6'-4" 526/434 1539/1539 1329/2267 714" 480/322 1334/1334 1964/1552 A 0 8RF6-1B/1T �� 8 -4 415 / 235 1152 / 1152 1694 / 1552 z 0 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 Oc 8RF14-1B/1T NOMINAL WIDTH 0° 8F16-1B/1T U Q 8RF14-OB/1T TYPE DESIGNATION z 13'-0" 10'-0" le O 8F16-OB/1T 1-1/2" CLEAR C U o O 8F20-1B/1T (�� W MM• 0 z OD O OD [-U REBAR AT TOP MIN. (1) REQ'D W a O O 8F20-OB/1T U -1 _ } .U. U Z 00 D O 0 8RF22-1B/1T LL - ML..FGROUT O 00 O 9'-6" 9'-2" 6'-2 00 K 8F24 -16/1T to Z REBAR AT BOTTOM OF LINTELZITY O 8RF22-OB/1T TTOM REINFORCING PROVIDED > o� 7-5/8" ACTUAL IN LINTEL (VARIES) O O O D D D iv M 2 -OB/1T 8" NOMINAL WIDTH O F 0 8F 4 d Q m M 0 FILLED u.i 0 8RF30-113/1T LINTEL PLAN_ OC J 0 a 000 � 0 8F32-1B/1T 1-1/2" CLEAR U = �0 R 8RF30-OB/1T 0 u 11 0x #5 REBAR AT TOP MIN. (1) REQ'D s 8F32 O Z -06/1T U � Q C.M.U. co z O 81738 -16/1T � Z W ❑ U rn r -z O 8F12-1B/1T z � W OwMn E z w----- J Q Z v�u. °' 8 4- B/1T �` BOTTOM REINFORCING PROVIDED O 8F 0 0 Q W Z U- o vi -' w 7-5/8" ACTUAL IN LINTEL (VARIES) p J SCALE: ^ LL J O w z cO a $ NOMINAL WIDTH Ow 8F8 -OB/1T " w DATE: zo ¢ O o Co' v s 0 UNFILLED •--� z _ , °z Q fn Z z s ~ SAFE LOAD TABLE NOTES F- g0 2 (L v Z U N Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z J Z O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL Q �= j O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. o 2. 0 = NOT RATED. U �- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Q W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Z = 5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. U) O 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 z_ Q SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT 0 W 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, p -j 10 z_ W _ W d. Z OC Z LLJ = b Oa 0 a 000 � LU U) N .. OWZ = u) 0 .... —'• � Q = �0 H2~ u 11 STRUCTURAL ENG: CNS/BED/RMG Q DRAFTING. Pz z w----- -STRUCT: JV - --- ---- .: . ---- - ._.. 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SILL PLATE N VARIES °.: w a s a s > Z a SEE PLAN I' w CO U) da a ° d a: e .._°.. , ' , I • O_ •'e ° _ fig. °.• d°•....a eq d° 'a° 'Le 0p I d° d °° .t'a' co O (� d'' 4" a ..? ° ..e.• ° e • (I •• ' ' p d a GRADE — I o ° d GRADE Z W _ o a d e q --=III=III= _III=III=IIID w 0 ° — 1 , . F ° _ — fn a` 45 0 —_ °. ° a ' _ a I= = I — ooF- e-- _ _ _ II > wQ_� D — II�IIII – 00_ _III -_—_ _ —_ Lu ° d — _ — hI ° d ° . a I I- o o I 8 4 — —_ —_ I-- i_I O D I — I ° .'�� d I I—I Mbo = — M 9 > o III—III I` I =1 I –I L I.; ID, I =1 1 III=III III I I IA I w _I = _ I_ _ (2) #5 BARS CONT. I 14D I — I (2) #5 BARS CONT. ' I I IJ CLEAN COMPACTED 16 W 4 8" 8' Z L� W/ 3" COVER TYP. 3 C IV R CLEAN COMPACTED W/ 3" COVER TYP. I I o > U 3 COVER FILL @ 95 /o STANDARD CLEAN COMPACTED 0 CLEAN COMPACTED CLEAN COMPACTED p J (2) #5 BARS CONT. w/ 3" (2) #5 BARS CONT. w/ 3" � FILL @ 95% STANDARD 1,-4„ DENSITY FILL @ 95% STANDARD 0 8" 8" FILL @ 95% STANDARD FILL @ 95% STANDARD m 1'-4" COVER TYP.; AT COVER TYP.; AT DENSITY DENSITY co DENSITY DENSITY Q (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY GOND. (3) #5 p COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY LL >; BE 20" WIDE = W F— O AFO'�TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN 01170 DOUBLE STEP FOOTING AFO�BEARING SLAB STEP DOWN AF0 FOOTING AT INTERIOR BEARING z 3/4"=1'-0"" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0 3/4'"=1"_0", ``��N111l11�y�� ui M L6 0 OPT. MASONRY CURB •• •• ✓i Y ••,••• .• �rlrj ✓✓✓,, @ ELEV. 0'-0" w/ (1) #5 ` '• ••� :1, = Z CONT. BAR VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D n bU. J « o Q STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w W c•.r p U SLOPED GROUT TO w 00 J DRAIN O • Q O W Q OPTIONAL CURB BY d ✓ • \ z �n k�• •. Z _ MASONRY WALL p e a e •• ' •, � BUILDER MIN. 24" BEFORE °�. ° .. 7e: SEE PLAN i�,✓ y"••..•.•• <; �e Q O Z CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP ° q '•° CONC. SLAB PER ' (1) #5 FROM FTG. TO P , �k�� m LL 8„ g CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. OP k SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" 2 r��11111l11e FOUNDATION PLAN w/ 3" COVER TYP. #5 CONT. •, PER MFG SPLICE GROUT CELL cn 1.� e 1 ' Lu q.A '°e REINFORCEMENT SEE ° SOLID PER PLANS W \ 4... N fie' .. ..... , ° ° q° d� FOUNDATION PLA � l GRADE m e q 1- — _ — _ — ' ° . — cn r...., ....� w wp ° ° ' . °'1 .d .e tj, ,a FOR QUANTITY �.. V 0 v q. I; I 1=III=III=1 I •a• ; z ° .�. �' d ° -k9Lu ' d'"„''�"""e ° ' ° THRESHOLD PER MFG OU ^, I=I I I=III= a — o q ° ; #5 x 25 x 25 CORNER a d ° ' I—III_ —_ —_ _ — — — — °4 ° . ° ° — =' °' BAR, ONE FOR EA. f/) _ _— —III—I I _ — � q I....: '. d.' °� ' e .�;� ' HORIZONTAL U — b. ..... d --I ri U c� = I(_ �- III —III=III=III=III I I I I- — — ' °.', .. °• ' ° — I — 18"" 4"" i — — — REBA TYP. U.N.O. — — —1 I 1=1 I 1=IIID _8 I I a Q . a ,°q4' . ° 4 ,.°� R, TFOUNDATION AN _ SLA PER I=I i —I I --- _ CONC B -� I = I—III=1 I—III=� I-1 d ' - 11— I ' e e ° ' .: 'd q AT PL _ I — — — _ _ w _ _ r i _ _ w _.��II-- III_ O Z I —) I I—I I a W o e d ° mol-1_� °j. �, a 0 I I I-1 I—' ii"—iT"— �, �OWN am' •. e I IV ° °° a: 'd' a"� �q � i _ e Lu q .• ,•. .• (2) #5 BARS COCONT. I =1 1=III=III III= I ¢ a —� I = �I I ISI I — (2) #5 CONT. w/ 3" q 4 '.k ' ' •. �..4. SLOPE 2 -STORY CONDITION 1'-4"" U- O �` E 1'-4" v (2) #5 CONT. w/ 3 I— — I — 16 MIN. = IIICOVER TYP. PER MFG :. •. '' : 3) #5 BARS w/ 20" O (2) #5 BARS CONT. ih COVER TYP. -III— 1 I I—III—III—III—I (2) #5 BENT BARS w/ SLOPE EXT. SURFACE WIDE FOOTING z W/ 3" COVER TYP. OR GRADE 1/4 PER Z CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM CLEAN COMPACTED O WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING FILL @ 95% STANDARD j 0� Q H SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT DENSITY O FILLER LIS *F�0FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGE AF0 TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 4„ CONNECTION TOP COURSE TO BE GARAGE 3/4"=1'-0" 3/4"=1'-0" CHAIR BLOCKS. r�1 VJ J 8"CMU - ------_ FINISH PER ELEV. ENTIRE BASE TO BE FOUNDATION PLAN FILLED SOLID U COLL FINISH FLOOR O TOP VIEW CORNER PIPE SEE ELEVATION - Y°: ► `GRADE 3 Q CONC. SLAB PER CMU BASE w/ (1) #5 (D oLL Z U L:) 0 o6 FOUNDATION PLAN 0 GARAGE WALL VERTICAL @ EACH I— - FOOTING PER PLAN DIAMETER TO BE 2 ' -111--11 I—I HO BEYOND CORNER. SEE FLR. ° .. FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY f PLAN FOR BASE SIZE ° ° ° 'e ° ° < lS 24 z 0 � N Q U- W w DRIVEWAY BY SEE FOUNDATION FOR ' > 4„ BUILDER- CONCRETE PAD SIZE °: a : QLu O OR PAVERS �. '� a' ! a w Z CONC. SLAB OR q ° A. . 4;4 PAVERS PER PLAN ae.: 4 0 q° 'w^ VJ VJ f ° _ ---- CLEAN COMPACTED7.°.., FILL @ 95% STANDARD — — �"• .d°, ° 4-- = DENSITY _— ..�' ° —III= ° d ° L�" 8° 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED . �• :� e — EDGE w/ (1) #5 CONT. °' _d :. - ' FILL @ 95% STANDARD -e —. 1= -� DENSITY — — — — — `F1 THICKENED EDGE @ GARAGE DOORF1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=V -0" 3/4"=1'-0" 3/4"=1'-0" I - 3/4"=1'-01" C) p r�1 VJ J 8"CMU - FINISH PER ELEV. CONIC. SLAB PER FOUNDATION PLAN U COLL FINISH FLOOR O O PENETRATING PIPE - Y°: ► `GRADE 3 Q ) 06 W zIW-•Mr'_ Q Z 0 _j 8 Q (D oLL Z U L:) 0 o6 PVC SLEEVE MIN. 0 z — — I— - FOOTING PER PLAN DIAMETER TO BE 2 ' -111--11 I—I HO PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY fi F1 TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" 3/4"=V -0" 3/4"=1'-0" 3/4"=1'-0" I - 3/4"=1'-01" C) p r�1 VJ J U COLL O O W Z Q ) 06 W zIW-•Mr'_ Q Z 0 _j 8 Q (D oLL Z U L:) 0 o6 0 z Q �WZ_fO y c W J Lu O - J U) �ZE2o = Q 00�d. B °z J 0 (A 0E-2wwo Z Q QcnZoLLHO;= < lS 24 W 0 � N Q U- W w z D z o� O 0 QLu O Z = LL W VJ f 3/4"=1'-0" _ W Lu C 11 TOP (2) #5 x 4'-0" p W CENTERED AT PIPE PVC OR SCH40 SLEEVE Z UJ 0 PENETRATION Z = _ 0 CL —' F— Lu TOP (2)#5 x 4PVC OR SCH40 SLEEVE ,— _ �a . —a d '� — - 0 ' CENTERED A'- PIPE II I—� 8 C.M.U. FINISH PER PENETRATION p 0 Q ELEV. - z I a. A — I=I I t012 ao— a — — V' N m FINISH FLOOR _ e (� I—I ( J Z — — — — = I - w V O W LL PENETRATING PIPE _ — I III—III= a a 0 ° a FDN. I_ w � Q Q = PLAN FOR O LOOP TIE (TYP.) d : e �� •. I I I— H o :d 4 d SIZE & REINF. ry .•. I _ (= _ _ • . I I (=I I IEEI I PIPE PERPENDICULAR TO FND IE1 I I=I I — TOP (2) #5 x 4'-0" = I=I I I=I I —I I CENTERED AT PIPE PVC OR SCH40 SLEEVE STRUCTURAL ENG: CNS/BED/RMG J PENETRATION Q DRAFTING: FOOTING PER PLAN -1 a 4 a W._ .._..._._STRUCT:---iV ------------ FOR- - SEE FDN PLAN I 'I I= —_= SIZE p PVC & REINF. d Q_C CHECK: -------- - CC (FRONT VIEW)1LDING W — w� JOB No TM -.2152529 _L— I = I I I ORD = SCALE: AS INDICATED PIPE VERTICAL THRU FDN ,� —� a a — _ ��N I- 4 —_ I I �� DATE: 07/28/2016 NOT USED PIPE PARALLEL TO FND # 1 6- 2 3.0 9 SD1 O O z a O W NOT USED °z J o 3/4"=1'-0" _ W Lu C 11 TOP (2) #5 x 4'-0" p W CENTERED AT PIPE PVC OR SCH40 SLEEVE Z UJ 0 PENETRATION Z = _ 0 CL —' F— Lu TOP (2)#5 x 4PVC OR SCH40 SLEEVE ,— _ �a . —a d '� — - 0 ' CENTERED A'- PIPE II I—� 8 C.M.U. FINISH PER PENETRATION p 0 Q ELEV. - z I a. A — I=I I t012 ao— a — — V' N m FINISH FLOOR _ e (� I—I ( J Z — — — — = I - w V O W LL PENETRATING PIPE _ — I III—III= a a 0 ° a FDN. I_ w � Q Q = PLAN FOR O LOOP TIE (TYP.) d : e �� •. I I I— H o :d 4 d SIZE & REINF. ry .•. I _ (= _ _ • . I I (=I I IEEI I PIPE PERPENDICULAR TO FND IE1 I I=I I — TOP (2) #5 x 4'-0" = I=I I I=I I —I I CENTERED AT PIPE PVC OR SCH40 SLEEVE STRUCTURAL ENG: CNS/BED/RMG J PENETRATION Q DRAFTING: FOOTING PER PLAN -1 a 4 a W._ .._..._._STRUCT:---iV ------------ FOR- - SEE FDN PLAN I 'I I= —_= SIZE p PVC & REINF. d Q_C CHECK: -------- - CC (FRONT VIEW)1LDING W — w� JOB No TM -.2152529 _L— I = I I I ORD = SCALE: AS INDICATED PIPE VERTICAL THRU FDN ,� —� a a — _ ��N I- 4 —_ I I �� DATE: 07/28/2016 NOT USED PIPE PARALLEL TO FND # 1 6- 2 3.0 9 SD1 11 ,..... BE GROUT FILLED A W W a 5) 3/8 DIA. J -BOLT W/ I k : OF OPENING CO (2) 2x TOP PLATE m w ( I �, MIN. 13" EMBED. FOR 4 TYPICAL TIE BEAM w/ H c7 ( • +�'�" 41.PROVIDE HOLLOW BLOCK OR 3 STANDARD FTZ2x6x12 P.T. CENTER SEE PLAN FOR WALL ° . 3000 psi CONC. w/(1) #5 OSIMPSON • "a— ^;'� w HOOK I BUCK INFO i REBAR CONT. BLK. MAX. 6 FROM dr . a. '• d.. a 4 ROOF TRUSSES PER PLAN OR CURVED m > 3/8" DIA. ANCHORFRAMING STD HOOK NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D ' • m ANCHOR. (1st BOLT TO CENERE T D THREADED ROD PER P.T. D L ,w. •• IJ" .� aI ij BE 8" MAX. ABV. CURB, 16" FROM TOP AND PLAN / BEARING WALL Z ADDIT'L REBAR INFO ' °I REST EQ. SPACED (1) #5 IN TIE BEAM BOTTOM AND 12" O.C. SCHEDULE. ONLY I TYPICAL FILLED CELL CONC. .f -24" O.C.)PT BASE PLATE OTHERWISE. TIDO REQUIRED WHEN w/ 3000 psi w/(1) 4DO GARAGE BUCK DETAIL O U DO BEARING/ SHEARWALL CONNECTION TO CMU (1) #5 BAR IN PRECAST p '/16" OSB W/ (2) 8d I ° #5 REBAR VERT. 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, •�' SHEATHING ON BOTH LINTEL INDICATED ON I a VERIFY w/ PLAN FOR ° 4 I TOP OF WALL TO Q GARAGE WALL SCHEDULE. MIN 6" REQ'D LOCATIONS I1•. •; �, ; {i .'. JAILS (2) #5's VERTICAL IN BEYOND FROM END OF WALL / � co THIS CASE. LU GROUT FILLED CELL MASONRY WALL. e I BOTTOM OF WALL: • CMU WALL PER PLAN Q �I r Z WALL TO BOTTOM OF 2x6 P.T. BUCK EACH I KNOCK OUT COURSE " g BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" SIDE OF OPENING BLOCKING PER BRG g„ •. ' )I ENTIRE COLUMN TO a m WALL SCHEDULE (4) EQ. SPACED z BE GROUT FILLED A W W a 5) 3/8 DIA. J -BOLT W/ I k : TITEN HD ANCHORS w/ CO . ,. U.N.O. m w ( I �, MIN. 13" EMBED. FOR 4 (1) #5 VERTICAL IN H c7 ( 5-1/2 EMBED. AT EA. DOOR BRACKET, EA. ,' BASE PLATE HOLLOW BLOCK OR 3 FRAMING DETAIL GROUT FILLED CELL IF ( m 0 OSIMPSON 12' EMBED. FOR SOLID RAFTER REQ'D PER PLAN) U) _ ¢ co U SIDE OF DOOR. PROVIDE 1-1/2" x 3/16" CONNECTION PER BRG I WALL SCHEDULE BLK. MAX. 6 FROM r o �- ROOF TRUSSES PER PLAN OR CURVED m > THICK WASHER W/ EA. TOP & BOTTOM OR 4" x NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE NOTE: SEE MD08 ON m ANCHOR. (1st BOLT TO :"I i 4" TITENS w/ WASHERS �' ,w. •• IJ" LINTEL PLAN FOR Q BE 8" MAX. ABV. CURB, 16" FROM TOP AND o Z ADDIT'L REBAR INFO STRUCTURAL REST EQ. SPACED BOTTOM AND 12" O.C. 4 4 • -24" O.C.)PT BASE PLATE OTHERWISE. TIDO VERTICAL REINFORCEMENT DETAIL 4DO GARAGE BUCK DETAIL O U DO BEARING/ SHEARWALL CONNECTION TO CMU PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 1/2"= 1 1-010 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS 2x BUCK PER MD04 THIS SHEET !FO ARCH WINDOW FRAMING DETAILS PRE-ENGINEEf TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHII' 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. 01 HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 0' COURSE W/ (1; CONT. �FlKNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 1/2"= 1 1-01. 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 11� DORMER FRAMING DETAIL 1 "=1'-0" 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 O2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT MIN. 2x4 SPF #2 KNEE ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN ¢ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE—ENGINEERED ROOF TRUSS PER PLAN BELOW J O2X PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR TO MASONRY RAFTER Zz TRUSS PER PLAN OR CONY. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF U FINISH PER ARCHSFIN o �- ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 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 PRE -CAST LINTEL PER W PLANI— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 " ,' 2x8 3/16" x 3" 12" O.C. 2 QQ I.— ❑ w ❑ Lu Of (2) 2x TOP PLATE —1 0 1/2" x 8" ANCHOR BOLT (2) 2x#2 SYP SEE PLAN g 2x TOP PLATE (2) 2x PLATE I (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE (ONLY O o O.C. & 6" FROM EACH U FOR BEAM SIZE END I PERPIF OENING PROVIDED PLAN) Z OCj��J M MIN. 2x4 SPF #2 KNEE —�'` I MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE ¢ FASTEN PT 2x NAILER o N WALL WITH STUDS @ WALL WITH STUDS @ TO MASONRY NOTES: Zz WALL w/ STUDS @ 16" C U 3j o �- 'x4 SPF CONT. 16" O.C. W/ 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, 16" O.C. W/ 2x PT BOTTOM PLATE O.C. w/ STRUCTURAL X w • FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM o Z 3LOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 0 SHEATHING FROM p.. O U Z p '/16" OSB W/ (2) 8d SHEATHING ON BOTH 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, SHEATHING ON BOTH I TOP OF WALL TO Q STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Lo a c g JAILS SIDES FROM TOP OF SIDES FROM TOP OF THIS CASE. LU PRECAST LINTEL OR BOTTOM OF WALL: _ U 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF I KNOCK OUT COURSE ATTACHED PER BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" L) Z O ti4 /16 OSB EACH SIDE, " BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER O.C. @ EACH SUCCESSIVE BUCK (7 W NAILING SCHEDULE O r � l N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME Z ❑ -,, OTHERWISE SP1 CLIPS u) z0 V (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS MASONRY WALL' TBD BY BUILDER (FASTENING) ARE MET m Zti� 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 a SPECS x J w W U- 0 2x BUCK DETAIL z 1/2"=1'-0" `��ti�dirrt�r r+� a 1 ,.•� N/�s✓�� co 00 Y SHEATHING PER PLAN STRUCTURAL ,�`� TYP. TRUSS TO FRAME SHEATHING '� d•.2�f N Q z CONNECTION PER TYP. TRUSS TO FRAME w`•� C? ;_Q c' ❑ U STD. CONNECTOR zzi, CONNECTION PERd ¢ wQ NOTES STD. CONNECTOR Z 4 • ,, Z ❑ FRAME OUT TO BLOCK NOTES % �� o EDGE AS REQ'D FRAME OUT TO BLOCK �'••.•�••...'• OJ EDGE �► �`,R m L w � � (2) 2x TOP PLATE —1 0 1/2" x 8" ANCHOR BOLT (2) 2x#2 SYP SEE PLAN g 2x TOP PLATE (2) 2x PLATE I (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE (ONLY O o O.C. & 6" FROM EACH U FOR BEAM SIZE END I PERPIF OENING PROVIDED PLAN) Z OCj��J M 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED AF0 KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP 1F A/C IS SUSPENDED - CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN — CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN. 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" - O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAILS TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD: GALVANIZED FLASHIN, 2x4 BLOCKING W/ (2) - 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1'-0" 12 SEE [_ PLAN A/C UNIT AND PAN MIN. 24" BY SUPPLIER MAX 48" 17_1— — — — — — — — — — —1 BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" CHIMNEY FRAMING DETAIL 3/4"=1'-0" l BUILDER FRAME RADIUS AS REQ'D "• AT BASE ARE REQ'D > o O d Q W KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL W 3/4"=V-0" 3/4"=V_01.U � � A F— v, ROOF SHEATHING W Z ATTACH PER NAILING ❑ J SCHEDULE U) CD U n LLW J O Q rn ^ z 06 W Z H M~ E STANDARD TRUSS 0 W Q ZLL � �, 8 TOP CHORD VARIES U C) Z U o C TRUSS WEBS NOT O ( W Z � in SHOWN FOR CLARITY w J <_ 0 c°n a m PRE-ENG.TRUSS PER = Q Z Q¢ CO z Z E0 PLAN, 24" O.C. MAX 2x4 #2 SYP CROSS �- 1.1� 0 o R a BRACING (AT 45°) Wt ROOFING MATERIAL W U vi 5 (3) 12d NAILS TO RAT PER ARCHS w Q W04 Q N U -N RUNS. TYP EACH SIDE Z W z Z O U SEE FRAMING PLAN Q J MIN. 24" 01 FOR CONNECTIONW ❑ �_ t MAX 48" CONDENSATE INFO Lf -2 DISPOSAL BY A/C SUPPLIER SEE ELEVATION 0 �— TOP OF MASONRY Q W CONNECTION TO BE z Lu SUPPLIED BY A/C — _ SEE ARCH PLANS FOR ❑ COMPANY OVERHANG INFO � 0 (2) 2x4 #2 SYP m BLOCKING W/ SIMPSON RE. ELEV. Z A34 OR LUS24-2 EACH FOR O.H. z Q END TYP. SINGLE TIE -BEAM Q W/ (1) #5 CONT. O W GROUT SOLID ❑ J p z w W w 11 FLUE PER MANUF. w LU SPECS W/ 2" MIN. WINDOW PER § Z Z H & FRAMECLEAR BETWEEN FLUE FLOOR PLAN Z W O 0 GALVANIZED FLASHING �_ V) CL EXT. SHEATHING PRECAST CONC. OR S F o �e ATTACHED PER POWERS STEEL SILL 00 w O 0 1 NAILING SCHED. TYP. @ ALL WINDOWS ❑ O O 0 Lu !V m 2x4 FRAMED CRICKET �I EXT FINISH PER PLAN W/ GALVANIZED I `- w F 0 W�.,,.� + FLASHING ❑ U Q LLO w n MAIN FLOOR ? 1111- 2 ~-` (4) 16d COMMONS ELEV 0'-0" V NAILED @ EACH END CONC. SLAB - � VERT REINF. BEYOND SEE FOUNDATION • ':'. I- =1 STRUCTURAL ENG: CNS/BED/RMG 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO 16d COMMONS END s I I DRAFTING: Q NAILED TO VERTICAL I I (I I _, , MASONRY WALL PER z-STRUCT: JV 2x4's _ --- \LD/ PLAN QC CHECK- - ---- CC — — -- SEE FOUNDATION G ui JOB No. TM - 2152529 DETAILS FOR FTG INFO SANFORD y TRUSS PER PLAN n _ SCALE: AS INDICATED _---- ---- # 1 6 _ 2 3 0 7 ~ DATE: 07/28/2016 MIN. 2x4 SPF #2 KNEE —�'` I MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE ¢ N WALL WITH STUDS @ WALL WITH STUDS @ WALL w/ STUDS @ 16" C U 3j o �- 'x4 SPF CONT. 16" O.C. W/ (2) 2x #2 SYP SEE PLAN 16" O.C. W/ 2x PT BOTTOM PLATE O.C. w/ STRUCTURAL X w • o 3LOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING FROM p.. O U Z p '/16" OSB W/ (2) 8d SHEATHING ON BOTH SHEATHING ON BOTH I TOP OF WALL TO Q a c g JAILS SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR BOTTOM OF WALL: _ U WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF I KNOCK OUT COURSE ATTACHED PER Z O ti4 /16 OSB EACH SIDE, " BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE O r � l N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE -,, OTHERWISE SP1 CLIPS u) z0 V -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS MASONRY WALL' AT TOP AND SP1 CLIPS Zti� 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED AF0 KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP 1F A/C IS SUSPENDED - CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN — CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN. 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" - O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAILS TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD: GALVANIZED FLASHIN, 2x4 BLOCKING W/ (2) - 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1'-0" 12 SEE [_ PLAN A/C UNIT AND PAN MIN. 24" BY SUPPLIER MAX 48" 17_1— — — — — — — — — — —1 BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" CHIMNEY FRAMING DETAIL 3/4"=1'-0" l BUILDER FRAME RADIUS AS REQ'D "• AT BASE ARE REQ'D > o O d Q W KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL W 3/4"=V-0" 3/4"=V_01.U � � A F— v, ROOF SHEATHING W Z ATTACH PER NAILING ❑ J SCHEDULE U) CD U n LLW J O Q rn ^ z 06 W Z H M~ E STANDARD TRUSS 0 W Q ZLL � �, 8 TOP CHORD VARIES U C) Z U o C TRUSS WEBS NOT O ( W Z � in SHOWN FOR CLARITY w J <_ 0 c°n a m PRE-ENG.TRUSS PER = Q Z Q¢ CO z Z E0 PLAN, 24" O.C. MAX 2x4 #2 SYP CROSS �- 1.1� 0 o R a BRACING (AT 45°) Wt ROOFING MATERIAL W U vi 5 (3) 12d NAILS TO RAT PER ARCHS w Q W04 Q N U -N RUNS. TYP EACH SIDE Z W z Z O U SEE FRAMING PLAN Q J MIN. 24" 01 FOR CONNECTIONW ❑ �_ t MAX 48" CONDENSATE INFO Lf -2 DISPOSAL BY A/C SUPPLIER SEE ELEVATION 0 �— TOP OF MASONRY Q W CONNECTION TO BE z Lu SUPPLIED BY A/C — _ SEE ARCH PLANS FOR ❑ COMPANY OVERHANG INFO � 0 (2) 2x4 #2 SYP m BLOCKING W/ SIMPSON RE. ELEV. Z A34 OR LUS24-2 EACH FOR O.H. z Q END TYP. SINGLE TIE -BEAM Q W/ (1) #5 CONT. O W GROUT SOLID ❑ J p z w W w 11 FLUE PER MANUF. w LU SPECS W/ 2" MIN. WINDOW PER § Z Z H & FRAMECLEAR BETWEEN FLUE FLOOR PLAN Z W O 0 GALVANIZED FLASHING �_ V) CL EXT. SHEATHING PRECAST CONC. OR S F o �e ATTACHED PER POWERS STEEL SILL 00 w O 0 1 NAILING SCHED. TYP. @ ALL WINDOWS ❑ O O 0 Lu !V m 2x4 FRAMED CRICKET �I EXT FINISH PER PLAN W/ GALVANIZED I `- w F 0 W�.,,.� + FLASHING ❑ U Q LLO w n MAIN FLOOR ? 1111- 2 ~-` (4) 16d COMMONS ELEV 0'-0" V NAILED @ EACH END CONC. SLAB - � VERT REINF. BEYOND SEE FOUNDATION • ':'. I- =1 STRUCTURAL ENG: CNS/BED/RMG 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO 16d COMMONS END s I I DRAFTING: Q NAILED TO VERTICAL I I (I I _, , MASONRY WALL PER z-STRUCT: JV 2x4's _ --- \LD/ PLAN QC CHECK- - ---- CC — — -- SEE FOUNDATION G ui JOB No. TM - 2152529 DETAILS FOR FTG INFO SANFORD y TRUSS PER PLAN n _ SCALE: AS INDICATED _---- ---- # 1 6 _ 2 3 0 7 ~ DATE: 07/28/2016 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON F DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. TRUSS (1) 2x4 BRACE DOUBLE 2x TOP PLATE FOR ADDITIONAL INFO AS REQ'D 9'4" < Hb1.4'4' FASTEN SIDE WALL SIMPSON A23 @ EACH A35 DIAGONAL TO IV SHEATHING PER PLAN. H BRACE TO PLATE TRUSS BOT. CHORD (5) 16d NAILS BRACE TO BLOCKING PT 2x8 PLT., CANT. FOR EXT. SHEATHING; 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR ATTACH PER PLAN )P MIN. 6" FROM 2x4 SYP #2 BRACING @ FRAME WALL CONNECTION 2x4 BLOCKING (2) 12d - 10 EACH END AND 32" O.C. WHERE O.H. IS > V-0", DROP CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR (1) 2x4 BRACE 7'-0" < 1-16 9'-4" FOR ADDITIONAL INFO AS REQ'D 9'4" < Hb1.4'4' STRONGBACK W/ (1) 2x4 BRACE SIMPSON A23 @ EACH A35 DIAGONAL TO IV 2x4 BLOCKS, (2) 16d ¢ H BRACE TO PLATE TRUSS BOT. CHORD 2x4 BLOCKING @ EA. 3 1/4" HOLD 1/2" J -BOLTS w/ - PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR CLG. NAILING SURFACEEMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 2x4 BLOCKING (2) 12d - 10 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w ROOF SHEATHING MAX. ATTACHMENT w/ (3) 10d = F_ BLOCK ADJ. BAYS @ z TOENAILS EA. END PLAN PROVIDE 16d NAILS _ GABLE END TRUSS TO ¢ c 2x TOP PLATE TO U_ PLT.@12" O.C. MAX. = v e" GABLE END W/ 16d �I 0 m NAILS @ 6" O.C. 4- 0 FRAMING FOR FALSE L L (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. CMU WALL OR LINTEL a _ HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) DTC CLIP, (2) 8d NAILS BELOW 10d NAILS @ EA. TRUSS BRACE SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. BLOCKS w/8d NAILSSEE ELEV. FOR , TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP – INTO BLOCKING, (4) 8d PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** @ 6" O.C. O.H. SIZE 14, GEO GABLE END ns 1=1 CEILING CONNECTIONS WHERE O.H. IS > V-0", DROP H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4-81< H_7-0 (1) 2x4 BRACE 7'-0" < 1-16 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < Hb1.4'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d ¢ H 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING - QC CHECK CC 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q 2x4 BLOCKING (2) 12d - ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE F_ BLOCK ADJ. BAYS @ PLAN SPAN 2'-0") w/ (2) 16d 24MAX. I, STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN w (TYP.) (END NAIL PLTS. PER PLAN TO STUD) (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. BLOCKS w/8d NAILSSEE ELEV. FOR , 2x FASCIA w (2) 16d – INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. @ 6" O.C. O.H. SIZE 14, NAILS INTO TOP PLATE 2x4 OUTLOOKER @ 24" OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS \CONT. O.C. MAX. w/ (2) 16d 2x4 0 SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER END NAILS TO TRUSS HOLD WALL 3-1/2" WHERE O.H. IS > V-0", @ EACH END \ DOWN DOWNOUTLOOKERFOR OR 2x4 DIAGONAL BRACE DROP END GABLE w/ z DOUBLE TOP PLATE 1'-9" MAX. TRUSS PER PLAN @ 48" O.C. TO 3RD OUTLOOKERS @ 24" ~ Z TRUSS PER PLAN HEADER PER PLAN IF \ \ @EACH BAY REQ'D w/ O.C. TO RUN BACK TO w EXTERIOR SHEATHING. REQ'D. MIN (1) JACK & TRUSS PER PLAN STRONGBACK, SEE 1 ST COMMON TRUSS ATTACH PER PLAN (1) KING STUD w/ SIMPS. \ \ CHART WITH (3) 12d TOENAILS. Lo LSTA18 HEADER TO o \GABLE BRACING (+) CONNECT STUDS TYP. BASE w \ TO BOTTOM SEE CHART GABLE WITHOHD2 50CLIP. 0 O V RAKED DOUBLE TOP t7l CONNECTION 2x8 #2 SPF STUDS AT PLATE SHEATHING PER PLAN MAX 2'-0" O.H. 16" O.C. CEILING NAILER AS 1/2" x 8" J -BOLT @ 32"DTC PROVIDE 2x4 BRACE --� Z W REQ'D O.C. AND 6 FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE PLATE W/ 1/2" x 8" BLOCKING AS REQ'D TO EA. ADJ. DIAG. 2x8 #2 SPF STUDS @ END w/ NUT & WASHER MASONRY WALL OR .. �.. 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN 0 ANCHOR BOLT OR PER HIB -91 &TRUSS 16" O.C. TYP. MSTAM-24 TYP. EA LINTEL SEE PLAN • m• IN CMU. OR SIMPSON FASTEN TO DIAG. w/(2) „ TITEN HD @ 32 O.C. & STRONGBACK IF REQ'D CONT. 2x4 J SIDE OF EA. STUD. META16 6" FROM EACH END CEILING GYP. BD, IS 16d NAILS. CENTERED BETWEEN PER CHART NOT A DIAPHRAGM PLATE a . FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU CMU WALL PER PLAN FOR REQ'D FLASHING (6�,=OGABLE END @ VAULTED CEILING 3/4"=1'-0" 2 (5) 16d NAILS BRACE x4'S @ 24" O.C. Q 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d GABLE BRACING @ 48" _ TO BLOCKING GABLE END 0 NAILS INTO BLOCKING, WAY UP HEIGHT OF O.C. NOT REG'D 6' (4) 8d NAILS TO TOP A PROVIDE 2x4 BRACE SHEATHING FASTEN VALLEY. FASTEN w/ (5) PLATE FROM EAVES GABLE END TO EA, ADJ. DIAG. PER PLAN w EACH END (TYP.) ��QSHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D W 2x6 RAFTER TO 2x8 TRUSS PER PLAN u 45° PER PLAN. 16d NAILS. w RIDGE BOARD W/ A35 GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4-81< H_7-0 (1) 2x4 BRACE 7'-0" < 1-16 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < Hb1.4'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE ' CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. - 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL R 2ND 2x4 BRACE IF %< REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GEO GABLE END BRACING O SIMPSON H10A DIAG. cn TO BLOCKING O w °' `*��t�tidott►►►r�i a It 00 •• % = z GABLE BRACING @ 48" PROVIDE 2x BLOCKING O 6 `M ;. `_j Q O.C. MAX. 45° FROM FOR NAILINGJ o p HORIZONTAL (+/- 10°) :: CID¢ �`r-� w BRACE NOT REQUIRED ,-� Z Q 0 6' FROM EAVES. TRUSS PER PLAN .rrr �'•......••• •� '`, CO SEE PLAN FOR � SUPPORT AND TIE►ttt�Ntlti'�� DOWN OF JACK Lu _ PROVIDE BLOCKING TRUSSES (L r BETWEEN TRUSS BAYS O u O @ 48" O.G. FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN p CONNECTION DETAIL Z ^ O bOl FOR REQ'D (FRAME WALL SHOWN; q F,•—I ,,,,� �l CONNECTIONS MAY ALSO BE ii U z�3J o MASONRY) W �Ic�lnk F_Z NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING�k�k�k 0- A4 0 O rr ll StiO O Z titi�0 am w I GABLE END @FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE ~ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. U) J U) OUTLOOKER OR CONV. FRAME OR w W J o v HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER O0 SEE HEADER CANTILEVER PLAN O °� Z� J rn 8 SCHEDULE & NOTES F- w (� Q - U- m FOR ADDT'L INFO. U Z U o o(9 o0 ' SIMPSON LSTA12 OR O �_ � � w Z_ `O SP4 CONNECTORS U R z R o$ ,. @ GABLE TRUSS w ....I Q z O can:S cc 24 o.c. IF HEADER WITH = U) p Q 2, z w E UPLIFT SPAN 4'-6" OR H z Z : Z MORE. EXT. SHEATHING; Q � O ATTACH PER NAILING U o cn ¢ a N 2x DOWNFRAME TO SCHED. w W Q U- W N a DOOR AS REQ'D (2) 16d NAILS TO EA. Z W D Z O U COMMON TRUSS 0 o� W � SIMPSON META16 @ Q W V 32" O.C. GABLE TRUSS MAIN SPAN ROOF Z W 1/2" THREADED ROD TO MASONRY. AT z _ EA. SIDE OF HEADER WOOD WALL TRUSS p (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) 0- STUDS) w/ MIN 7 32" O.C. MASONRY WALL 2 EMBED. INTO SLAB SHOWN, SEE PLAN 0 ONLY REQ'D @ BRG FOR WOOD OR Z Q WALL W/ UPLIFT MASONRY • O W (GEO GABLE END AT VALLEY FRAMING o J z LL1 F Lu HEADER STUDS PER LLI HEADER SCHEDULE d' U.N.O. ON PLANS z Z W O ~ _ 0. Act ATTACH JAMB STUDS ILS 2 PER WF08/SD4 00 Q0 O 0 w Z C4 .. 0JZ w I— �W C�0 P.T BASE PLATE W U � 3/4"=1'-0" < Q 3/4"=1'-0" 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING - QC CHECK CC OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d - ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED PLAN SPAN 2'-0") w/ (2) 16d 24MAX. I, STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE 2x4 OUTLOOKER @ 24" OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER END NAILS TO TRUSS HOLD WALL 3-1/2" @ EACH END DOWN DOWNOUTLOOKERFOR OR DOUBLE TOP PLATE 1'-9" MAX. TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d NAILS WEB TRUSS PER PLAN HEADER PER PLAN IF @EACH EXTERIOR SHEATHING. REQ'D. MIN (1) JACK & TRUSS PER PLAN Z aS ATTACH PER PLAN (1) KING STUD w/ SIMPS. LSTA18 HEADER TO o FROM TOP OF WALL VARIES STUDS TYP. BASE w TO BOTTOM RAKED DOUBLE TOP t7l CONNECTION 2x8 #2 SPF STUDS AT PLATE SHEATHING PER PLAN ,. 16" O.C. CEILING NAILER AS 1/2" x 8" J -BOLT @ 32"DTC CLIP, (2) 8d NAILS --� NOTE: PROVIDE ADDIT'L REQ'D O.C. AND 6 FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE PLATE W/ 1/2" x 8" BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ END w/ NUT & WASHER MASONRY WALL OR .. �.. 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN ANCHOR BOLT OR PER HIB -91 &TRUSS 16" O.C. TYP. MSTAM-24 TYP. EA LINTEL SEE PLAN • m• IN CMU. OR SIMPSON „ TITEN HD @ 32 O.C. & MANU.'S DRAWINGS; SIDE OF EA. STUD. META16 6" FROM EACH END CEILING GYP. BD, IS 2x8 #2 SYP PT BASE ;', . CENTERED BETWEEN NOT A DIAPHRAGM PLATE a . FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU CMU WALL PER PLAN FOR REQ'D FLASHING (6�,=OGABLE END @ VAULTED CEILING 3/4"=1'-0" 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, WAY UP HEIGHT OF (4) 8d NAILS TO TOP VALLEY. FASTEN w/ (5) PLATE 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/ A35 p ON (1) SIDE OF RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) I (AS SHOWN) I 2x6's @ 24" O.C. MAX. N1CMU OR„SIMPSONS I 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. FASTEN SYP OR SPF d 2x6 (MIN.) PLATE THRU END NAILS @ EACH SHEATHING PER PLAN END. + W/ 1/4"x4-1/2" SIMPSON SCREWS TO TOP SDS SCRE WALL SHEATHING PER ; a LAY 2x4 BLOCKING — — — — — — — -- — — — — — CHORD EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW ,; BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN = ATTACH 1 VALLEY RAFTER NAILS EACH TRUSS „ FRAMING (OR PRE -ENG VALLEY TRSSES)TO STD CONDITION @ FRAME WALL BEARING CONDITION O AT 24" O.C. @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. rCF01 FIELD FRAMED VALLEY DETAIL FO NON-BEARING WALL CLIP DETAIL 1 /2"=1'-0" 3/4"=1'-0" O SIMPSON H10A DIAG. cn TO BLOCKING O w °' `*��t�tidott►►►r�i a It 00 •• % = z GABLE BRACING @ 48" PROVIDE 2x BLOCKING O 6 `M ;. `_j Q O.C. MAX. 45° FROM FOR NAILINGJ o p HORIZONTAL (+/- 10°) :: CID¢ �`r-� w BRACE NOT REQUIRED ,-� Z Q 0 6' FROM EAVES. TRUSS PER PLAN .rrr �'•......••• •� '`, CO SEE PLAN FOR � SUPPORT AND TIE►ttt�Ntlti'�� DOWN OF JACK Lu _ PROVIDE BLOCKING TRUSSES (L r BETWEEN TRUSS BAYS O u O @ 48" O.G. FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN p CONNECTION DETAIL Z ^ O bOl FOR REQ'D (FRAME WALL SHOWN; q F,•—I ,,,,� �l CONNECTIONS MAY ALSO BE ii U z�3J o MASONRY) W �Ic�lnk F_Z NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING�k�k�k 0- A4 0 O rr ll StiO O Z titi�0 am w I GABLE END @FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE ~ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. U) J U) OUTLOOKER OR CONV. FRAME OR w W J o v HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER O0 SEE HEADER CANTILEVER PLAN O °� Z� J rn 8 SCHEDULE & NOTES F- w (� Q - U- m FOR ADDT'L INFO. U Z U o o(9 o0 ' SIMPSON LSTA12 OR O �_ � � w Z_ `O SP4 CONNECTORS U R z R o$ ,. @ GABLE TRUSS w ....I Q z O can:S cc 24 o.c. IF HEADER WITH = U) p Q 2, z w E UPLIFT SPAN 4'-6" OR H z Z : Z MORE. EXT. SHEATHING; Q � O ATTACH PER NAILING U o cn ¢ a N 2x DOWNFRAME TO SCHED. w W Q U- W N a DOOR AS REQ'D (2) 16d NAILS TO EA. Z W D Z O U COMMON TRUSS 0 o� W � SIMPSON META16 @ Q W V 32" O.C. GABLE TRUSS MAIN SPAN ROOF Z W 1/2" THREADED ROD TO MASONRY. AT z _ EA. SIDE OF HEADER WOOD WALL TRUSS p (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) 0- STUDS) w/ MIN 7 32" O.C. MASONRY WALL 2 EMBED. INTO SLAB SHOWN, SEE PLAN 0 ONLY REQ'D @ BRG FOR WOOD OR Z Q WALL W/ UPLIFT MASONRY • O W (GEO GABLE END AT VALLEY FRAMING o J z LL1 F Lu HEADER STUDS PER LLI HEADER SCHEDULE d' U.N.O. ON PLANS z Z W O ~ _ 0. Act ATTACH JAMB STUDS ILS 2 PER WF08/SD4 00 Q0 O 0 w Z C4 .. 0JZ w I— �W C�0 P.T BASE PLATE W U � SANFORD Lu JOB No. TM - 2152529 o SCALE AS INDICATED ~ DATE..... 07/28/2016 i TYPICAL HEADER DETAIL NOT USED # 1 G 2 3 09 1/2"=V-0" �-0.. D STRUCTURAL ENG: CNS/BED/RMG < Q DRAFTING: Z -STRUCT: JV --- - QC CHECK CC SANFORD Lu JOB No. TM - 2152529 o SCALE AS INDICATED ~ DATE..... 07/28/2016 i TYPICAL HEADER DETAIL NOT USED # 1 G 2 3 09 1/2"=V-0" �-0.. D NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.C. • TOP SPLICE / 2x4 BEYOND AGAINST DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN Q NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION I-_ Q 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE 2 1/2" EDGE OUTSIDE (2) 2x4's U.I BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER MAIL 0 10d NAILS 1" EDGE 1 1/2" EDGE — W w 10d x 3" COMMON z 10d x 3 V_ w o 0 e N 2 1/2" zz z o w 2 1/4" c7 to z 2., p w 1 1/2" w iv z � 4 U H Z N 01N N OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U NAIL BOTTOM PLATE U TO CORNER STUD Q co PACK w/ (4) 10d NAILS • bo II II I w= � 2x8 STUDS • MSN II I II II II UNDER GIRDER TRUSS > 0 III I I I II I ATTACH 2x STUDS TO o 0 0 (2) 8d TOENAILS WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. TOP PLATE W/ (4) 16d MAX.; --------0 cn O .'' . NAILS ((2) ON EA. SIDE) — FLOOR SYSTEM — TRUSS PER PLAN LL 0 `" LL N 2x BOTTOM PLATE TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO 01 OPENING SIZE 1 BEYOND SEE PLAN 2x4 LEDGER W/ (2) 16d �� CONDITIONS TOP PLATE W/ (4) 16d SHEATHING DIAGRAM Z 4 f fiFl EXTERIOR SHEATHING SCHEDULE •' NAILS ((2) ON EA. SIDE) NAILS 16 O.C. @ 3/4"=1'-0" 2x8 STUDS PER TYP. AT ALL EXTERIOR ��, U 2x4 BLOCKING PLACED FRAMING PLAN CONDITIONS 10d x 3" COMMON WOOD/MASONRY SD01 TYPICAL SHED ROOF DETAIL Z y9�G FLATWISE (2) 16d O.H. SIZE .0 TOP SPLICE DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN Q NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION I-_ Q 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE 2 1/2" EDGE OUTSIDE (2) 2x4's U.I BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER MAIL 0 10d NAILS 1" EDGE 1 1/2" EDGE — W w 10d x 3" COMMON z 10d x 3 V_ w o 0 e N 2 1/2" zz z o w 2 1/4" c7 to z 2., p w 1 1/2" w iv z � 4 U H Z N 01N N OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U NAIL BOTTOM PLATE U TO CORNER STUD Q co PACK w/ (4) 10d NAILS • bo BOTTOM SPLICE OVER STUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's w w DOUBLE 2x8 TOP TOP PLATE TRANSITION INSIDE PLY NAILS NAILED AT 8" O/C _ PLATE (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" ' O/C. OUTSIDE 2XS O FO TYPICAL TOP PLATE SPLICE @BRG. WALL fiF0 TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN z 3/411=1'-0.1 1-1/2"=1'-0" O �>> . w q)M ��u�llr►ir, 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN .•uj ''•.�?,:'. c Y O BEYOND 72 INSTALLED VERTICALLY. 1D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE �, A- �• � N = z %LL z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USINGcm w O = (1) ROW OF 8d COMMON NAILS @ 3" O.C. ROOF SHEATHING, OD d = p V -� ��— w ? ¢ oI A -NAIL SPACING OV SC OV Sc ROOF SHEATHING, FASTEN PER PLAN c; ¢ d u.l Q 6 _ = w 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 2 F q • _ p II I I II II II p Q LL x O NAILS @ 3" O.C. k<FN�A TO ROOF SHEATHING, 2�<FR<gAQTO FASTEN PER PLAN •� q•.' '� Q I— — �I _ I I — I I — a z = NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2" GTyo��SS FASTEN PER PLAN NGryOTR�SS �, •'••..•..••� �* m OJ IIILL LL (D COMMON NAILS @ 3 O.C. — a — o Oh, FO III III II II I WALL SHEATHING 0 = ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL A 2x4 FRAMING @ 24" ►1l�i�r` ti SPLICE, SEE SPLICE III III II II I EDGES 6" O.C. U.N.O. ON PLANS 1/2" 2x4 FRAMING @ 24" O.C. MAX. U) DETAIL. MAX 1/8 g III OPENING III I I I I I I SPACE BETWEEN w w O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 2x4 #2 SYP CONT. w/ (2) 4 w w COMMON NAILS @ 3" O.C.DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS C � l III III I I PANELS z y @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT g V NAILS AT JOINT EA. STUD TY TRUSS O III 3 I I I I I I I � � © PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING O PER -ENG TRUSSES MEMBER, TYP. (MAX. U III TYP. III I I I I I I � p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, ❑ w hof STUD PER PLAN a �, Z ^ O �b co AROUND 2x STUDS BEYOND, " O TOP &BOTTOM @ 4 O.C. USE (2) 1/4 TAPCONS I--�I Jl �t III III II II II F SHEATHING SPLICE, _ OPENING SEE PLAN FOR MORE " 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED. @ cr U yf��3J v III III I I I I I I � O PER -ENG TRUSSES INFOz 0 VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA 24" O.C. 2x FASCIA PER PLAN • IIIT -I-1---l—III II II I w= � N II I II II II UNDER GIRDER TRUSS > 0 III I I I II I II I II II II o 0 0 (2) 8d TOENAILS WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. O MAX.; --------0 cn O .'' . --- _ — — — — FLOOR SYSTEM — TRUSS PER PLAN LL 0 `" LL N 2x BOTTOM PLATE 0 �p NAILING PER 01 OPENING SIZE 1 BEYOND SEE PLAN 2x4 LEDGER W/ (2) 16d �� d L) SHEATHING DIAGRAM Z 4 f fiFl EXTERIOR SHEATHING SCHEDULE O.C. PLAN�tiS NAILS 16 O.C. @ 3/4"=1'-0" O r ��, U 2x4 BLOCKING PLACED SEE ELEV. FOR SHINGLE ONLY 10d x 3" COMMON WOOD/MASONRY SD01 TYPICAL SHED ROOF DETAIL Z y9�G FLATWISE (2) 16d O.H. SIZE .0 WALL OR TRUSS, SEE F5 w NAILS EACH END SHEATHING SPLICE DETAIL CONDITION n CMU WALL V CONDITION @ FRAME WALL PLAN (TRUSS SHOWN) o w 40 1 D02 LEDGER @ LOW ROOF u am NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE O 1-1/2"=1'-0" V 0 N 0U 'U'^ v! z —�U w U 10d x 3" OPP. SIDE Z LLJ Z CL ao 00 m 10d x 3" COMMON DISTANCE PER OPP. SIDE DE BOTTOM SPLICE OVER STUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's w w DOUBLE 2x8 TOP TOP PLATE TRANSITION INSIDE PLY NAILS NAILED AT 8" O/C _ PLATE (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" ' O/C. OUTSIDE 2XS O FO TYPICAL TOP PLATE SPLICE @BRG. WALL fiF0 TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN z 3/411=1'-0.1 1-1/2"=1'-0" O �>> . w q)M ��u�llr►ir, 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN .•uj ''•.�?,:'. c Y O BEYOND 72 INSTALLED VERTICALLY. 1D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE �, A- �• � N = z %LL z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USINGcm w O = (1) ROW OF 8d COMMON NAILS @ 3" O.C. ROOF SHEATHING, OD d = p V -� ��— w ? ¢ oI A -NAIL SPACING OV SC OV Sc ROOF SHEATHING, FASTEN PER PLAN c; ¢ d u.l Q 6 _ = w 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 2 F q • _ p II I I II II II p Q LL x O NAILS @ 3" O.C. k<FN�A TO ROOF SHEATHING, 2�<FR<gAQTO FASTEN PER PLAN •� q•.' '� Q I— — �I _ I I — I I — a z = NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2" GTyo��SS FASTEN PER PLAN NGryOTR�SS �, •'••..•..••� �* m OJ IIILL LL (D COMMON NAILS @ 3 O.C. — a — o Oh, FO III III II II I WALL SHEATHING 0 = ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL A 2x4 FRAMING @ 24" ►1l�i�r` ti SPLICE, SEE SPLICE III III II II I EDGES 6" O.C. U.N.O. ON PLANS 1/2" 2x4 FRAMING @ 24" O.C. MAX. U) DETAIL. MAX 1/8 g III OPENING III I I I I I I SPACE BETWEEN w w O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 2x4 #2 SYP CONT. w/ (2) 4 w w COMMON NAILS @ 3" O.C.DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS C � l III III I I PANELS z y @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT g V NAILS AT JOINT EA. STUD TY TRUSS O III 3 I I I I I I I � � © PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING O PER -ENG TRUSSES MEMBER, TYP. (MAX. U III TYP. III I I I I I I � p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, ❑ w hof STUD PER PLAN a �, Z ^ O �b co AROUND 2x STUDS BEYOND, " O TOP &BOTTOM @ 4 O.C. USE (2) 1/4 TAPCONS I--�I Jl �t III III II II II F SHEATHING SPLICE, _ OPENING SEE PLAN FOR MORE " 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED. @ cr U yf��3J v III III I I I I I I � O PER -ENG TRUSSES INFOz 0 VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA 24" O.C. 2x FASCIA PER PLAN • IIIT -I-1---l—III II II I w= � III I I I II I II I II II II UNDER GIRDER TRUSS > 0 III I I I II I II I II II II o 0 0 (2) 8d TOENAILS WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. 0u_N� MAX.; --------0 cn O .'' . --- _ — — — — FLOOR SYSTEM — TRUSS PER PLAN LL 0 `" LL CUT TO FIT 2x BOTTOM PLATE 0 �p NAILING PER 01 OPENING SIZE 1 BEYOND SEE PLAN 2x4 LEDGER W/ (2) 16d �� SEE PLAN L) SHEATHING DIAGRAM Z 4 f fiFl EXTERIOR SHEATHING SCHEDULE O.C. PLAN�tiS NAILS 16 O.C. @ 3/4"=1'-0" O r BLOCKING GYPSUM WALLBOARD PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x PLAN UNDER GIRDER TRUSS OU U.N.O. CONNECTION CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. d MAX.; c 0 JOINT, MAX. 1/8 GAPLEDGER .'' . PER PLAN TO LEDGER TRUSS PER PLAN <C = NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT 0 �p NAILING PER 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d �� SEE PLAN L) HTS20 CLIP FROM Z 4 f SCHEDULE O.C. PLAN�tiS NAILS 16 O.C. @ 2x4 SYP #2 LEDGER. O r ��, U 2x4 BLOCKING PLACED SEE ELEV. FOR SHINGLE ONLY SEE ELEV. FOR WOOD/MASONRY SD01 TYPICAL SHED ROOF DETAIL Z y9�G FLATWISE (2) 16d O.H. SIZE O.H.SIZE WALL OR TRUSS, SEE F5 � NAILS EACH END SHEATHING SPLICE DETAIL CONDITION n CMU WALL V CONDITION @ FRAME WALL PLAN (TRUSS SHOWN) o w fiF 1 TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF u am 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 IS3/4"=1'-0" 1-1/2"=1'-0" V OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF �_ U) Z PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. Q �_ DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS � 0 U � .......,,.., .�. �„ Ml r,��lKl� %A// ,n. „-_ �..r �, �- CONNECTION CONNECTION EACH END O W J x x z0 06 Iw- Z Cn LU —_ 8 PRE-ENGINEERED 7� ROOF TRUSS - SEE / FRAMING PLAN FOR SPACING EXTERIOR SHEATI SEE PLAN FOR NAIL PER PLAN CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. In 2x BLOCKING F -.4'n / I SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x PLAN UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION NF1 SECTION @ DOUBLE BEARING 22 SIMPSON0d NAILS ALL z 2x 6" O CO2 12 ATAILS , ASHEATHING PER B OCK NG 24" O.C. J cc/) z w o CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS w � Q 0 0 ai S'4 STRAP AROUND w LINTEL w/ (2)ROWS OF + '+ + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR + 2x8 TO UNDER SIDE OF _ Z Q U) � o E TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + ROOF SHEATHING Q ua' o z 16" O.G. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x CONNECTION + O a LL U vi STAGGERED INTO TRUSS & 3 12d "" N O EACH VERTICAL TOENAILS INTO OTHER SEE WALL CLIP DETAIL 4 U W w U N a TRANSOM BETWEEN TRANSOM BETWEEN z W Z Z 0 SEE FLOOR PLAN FOR i TRUSS FOR MORE INFO J LINTELS LINTELS �, 2x$ #2 SPF VERTICAL O MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL @ W LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. SHEATHING PER O ' ^ 2x6 #2 SYP P.T. CONT. — 2x6 #2 SYP P.T. CONT.U v SHEATHING PER NAILING SCHEDULE & w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" LL) • TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r,' NAILING SCHEDULE & � �< (4) 12d NAILS EACH Z W (2) 2x TOP PLATE (4) 12d NAILS EACH TRUSS MEMBER (TOP _ 7:SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS 0 � VERTICALLY VERTICALLY ALONG W/ WEBBING cn ) O ATTACH 2x TO 2x6 a BUILT-UP W/ (2) ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ _r STAGGERED @ 8" O.G. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGDEACH VERTICAL ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY Z BUILDER BUILDER BUILDER BUILDER Q HEADER POCKET SLIDER w/ TRANSOM SO2 HEADER POCKET SLIDER w/ TRANSOM S03 HEADER PO o w o 4—FikSTEP @ BEARING FRAME WALL S01 H @ @ @ POCKET SLIDER SO4 HEADEIR @ POCKET SLIDER Z -1 �/ 2x6 SYP #2 LEDGER. TO it 1 it BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4 X 4/ SDS SCREWS @ 16 SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ PLAN STRAP IS NOT REQUIRED. 16" O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS w EXT. BEAM PER PLANEXTERIOR PT POST PER PLAN WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. w/ (2) 1/4" X 3'/z' SIMPS. 4'-0" MAX. MAX.; LAP BEAM PLYS AND I` TO MASONRY w/ 2x6 PT 71 o NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) COMMUNITY SPECS NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT TO MASONRY w/ 2x4 PT EXT. BEAM PER PLAN 12 12" O.C. PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" SEE PLAN U — — HTS20 CLIP FROM SIMPSON H3 CLIP ROOF TRUSSES @ 24" POST TO BEAM --- SHEATHING PER PLAN O.C. PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP TO STUDS OR BEAM w/ (4) 10d NAILS FOR PT POST PER PLAN (2) 1/4" X 4%" SIMPS. CONV. FRAMED SHINGLE ONLY ABU POST BASE PER 11 MEMBERS ONLY SD01 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"=11-011 1/2"=l' -O" 1/2"=l' -O" 1 /2"=1 '-0" 1 /2"=1 '-0" W uj W Z Q zWp X �QJ LLf O � � 1 F- 000 CO 0 ,N m V a W 0 w - a0 O U � H U) STRUCTURAL ENG: CNS/BED/RMG DRAFTING: 1= zSTRUCT: JV W........_,.. �UII U/yc QC CHECK: CC JOB No. TM - SANFORD 2152529 —_ . _-_ 0�;. 2 SCALE AS INDICATED �gRTR,�� ~ DATE. 07/28/2016 #1 6 -`2309 SD4 SDS SCREWS @ 16 PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS ' 0' NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/z' SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER 71 o O.C. MAX.; COMMUNITY SPECS a a SEE FOUNDATION TO MASONRY w/ 2x4 PT 2X4 SYP #2 OR �. 40 ... I I . PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED U — — INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY CDO CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"=11-011 1/2"=l' -O" 1/2"=l' -O" 1 /2"=1 '-0" 1 /2"=1 '-0" W uj W Z Q zWp X �QJ LLf O � � 1 F- 000 CO 0 ,N m V a W 0 w - a0 O U � H U) STRUCTURAL ENG: CNS/BED/RMG DRAFTING: 1= zSTRUCT: JV W........_,.. �UII U/yc QC CHECK: CC JOB No. TM - SANFORD 2152529 —_ . _-_ 0�;. 2 SCALE AS INDICATED �gRTR,�� ~ DATE. 07/28/2016 #1 6 -`2309 SD4 W Q z D w O w -- CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ o TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F SIMPSON SP4 w/ (6) 10d Zl.O SHINGLE OR TILE PER SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�'<�S x1-1/2" @ 24" O.C. (USE <<Sy x1-1/2" @ 24" O.C. (USE Z ARCHITECTURAL CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 yFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFp SP6 @ 2x6 STUDS & O 0 ELEVATIONS. USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) Lu MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d »- PRE-ENGINEERED REFER TO PLAN FOR (20) 16d SINKERS & (14 ul NAILS. BEND STRAP NAILS. BEND STRAP (2) 2x SPF TOP PLATE w BUILT-UP COLUMN • (2) 2x SPF TOP PLATE — ROOF TRUSSES @ 24" I 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. • OVER TOP PLATE MIN. O U INFO. U.N.O. ON PLAN U.N.O. ON PLAN O.C. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND 0 W PRE -ENG. FLOOR • FLOOR PLAN FOR MIN. Z (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER C)SYSTEM - IF NO FLOOR HEADER SIZE & REQ'D p TYPICAL TRUSS TO LINTEL COURSE OR EXTERIOR SHEATHING HEADER SIZE & REQ'D J SYSTEM INSTALL JAMB STUDS FRAME CONNECTION. 1) SIMPSON LSTA30 JAMB STUDS INTO FILLED CELL USE KNEEWALL &PROVIDE ( FROM TOP OF WALL SEE STANDARD 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING m CONNECTOR NOTES i SOLID BLOCKING U.N.O. FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL ;� \ FLOOR TRUSS PER STUDS ABOVE PLATE UNDER COLUMN FRAMING PLAN FOR PER PLAN PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE CONNECTION INFO.. 2 2x SILL AT WINDOW AND WINDOW IS PER PLAN O BEARING I PROVIDE SOLID ( SEE DETAIL WS FOR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL IF HEADER IS UPSET I BAND JOIST & BLKG BLOCKING BELOW FLOOR GIRDER OR AT EA. END NAILED TO PLATE w/ (2) 10d AND WINDOW IS w � SEE PLAN MORE INFO OR LVL GIRDER COL. EVEN WITHIN BEAM; SEE PLAN _ W MASONRY WALL SEE LOWER: (1) 2x SILL FLOOR TRUSS STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d w TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT(1) 2x TOENAILS. EXT. O DBL. TOP PLATE NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS z BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x O �1�111t�ti ui a' SEE ARCHITECTURAL 3/4 -1 -0 3/4 -1-0 � �'') OR SIM) IS PROVIDED � SILL PLATE w/ (2) 10d PLAN FOR OVERHANG HDR. PER PLAN OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) * �� WIDTH 4'-0" . USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING •......•� �i` �,. L 00 INFO ) (2) 2x SILL AT WINDOW 2x STUDS, SEE I REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) • •• `•• Y w/ 2x CRIPPLE STUDS .• '••'?i �, -i z FRAMING PLAN FOR I BUILT-UP COLUMN SEE PLAN FOR MORE 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 c�, w Q P 2 O @ AT EA. END NAILED TO WINDOW AS SPACING AND GRADE INFO. CLIPS EACH SIDE w/ 2x z O N U I STRAPS CENTERED @ THAN 4 BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d SCHEDULED AND SEE ARCH PLAN BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16" O.C. ¢ G« Z O -� TO VERIFY SIZE I A A NAILS @ 8" O.C. THEN . LLl PLAN BEYOND NAILS w/ 2 10d TOENAILS .� kms• O e *�+ Z p EXTERIOR FINISH PER SEE FLOOR FRAMING SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. B ( z INT. FINISH PER PLAN COLUMNS T&B (PLYWOOD .+� � cis PLAN PLAN FOR FLOOR O O ) ATTACH SILL w/ (2) 10d `• �'� �` Q 7 10d NAILS & 4 1/4" T&B MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END SHEATHING REQ'D '�� '•..o•�•• �'� PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING T&B) 8 �� m O UNDER WINDOW OF SILL (MAX OPEN 2x BOTTOM PLATE w/ . G 1= , MID -SPAN BLOCKING I SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20 - 26 DEEP, USE WIDTH 4-0 ). USE A35 �tt�lr{c U.N.O. (2) 12d AT 12" O.C. I .. 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 ' CLIP AT EA. END FOR U) INSULATION PER PLAN 3/4" FLOOR SHEATHING I ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER w ATTACHED PER I COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 ' 'J CALIFORNIA CORNER A -A • THAN 4' BUT LESS CL SEE DETAILS WS10, NAILING SCHEDULE I 2 -STORY WALL NAILS ' " 1/4" TITENS INSTEAD. THAN 6' 0 O WS11 OR WS13 FOR (2) SIMPSON LSTA18 ( \ U FLOOR TRUSSES SEE I SECTION FOR MORE STRAPS CENTERED @ IF TITENS ARE NOT IN ADDITIONAL (2) SIMPSON META16 LINTEL COURSE OR INFO. FLOOR W/ (14) 10d 2x TOP & BOT. SIMPSON LSTA30 w/ 0 PLAN FOR DEPTH AND z ^ O INFORMATION THIS I FLOOR TRUSS TO NAILS INTO FILLED CELL USE (11) 10d TG STUDS � Q SHEET DIRECTION REFER TO ) ABOVE PLATE U.N.O. C,� U I' �� o MASONRY WALL 1/4 X 1 3/4 TITENS RIBBONS CONT. NOTE: ALL FLOOR ;.. .., :. •: �: ,: FOUNDATION PLAN • (3) 2x STUD PACK NOTE: ALL FLOOR � TRUSSES TO BE P.T. IF FTG. EXT. SHEATHING ATTACH PER NAILING w o • INFORMATION TRUSSES TO BE P.T. IF Z NO MOISTURE �17 �_ . '. '• J l I �-` FLUSH W/ FACE OF SCHEDULE NO MOISTURE d M U c O BARRIER (FELT PAPER MASONRY ATTACHED SEE FRAMING PLAN q F-�-� a I= _= I=I ATTACH 2x STUDS W/ BARRIER (FELT PAPER FOR FLOOR _ OR SIM IS PROVIDED — I= PER NAILING OR SIM IS PROVIDED CONNECTION U Z SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. (4) 2x STUDS SEE FRAMING PLAN w BEARING 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR O N a a+ tiSl�' STANDARD CORNER A -A MING LBENOW PER DETAIL NCDICAED 2nd FLR STUDS OTON z V� U SEE PLAN SHEATHING AND CONNECTION z CMUWALL G MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING FLOOR GRIDER OR O LINTEL AS PER PLAN SIMPSON MSTC40 W/ 36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP cn ( BELOW JAMBS BEAM 0 MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ 0 �" ❑ .. FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE M STOPPING AT 1000 SQSINKERS AND (14) Y4'"X2 Y4" TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO IL Y.1 ° FT MAX: DRAFT LINTEL AS PER PLAN STOPPING MATERIALS .a MIN THICKNESS SHALLfiSO TYPICAL TWO STORY COL. @GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR fiSON7�HEADER CONNECTION @ 2nd FLOOR HIGH BM WD. HD. HT. BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0.. 3/4"=1'-0.. SEE PLAN 15/32" OR 7/16" OSB. ATTACH / 8 FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER ~ TRUSS w/ 8d NAILS AT 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 pV, z PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN Q ♦^ ATTACH PER NAILING � J 2x STUDS SEE 2x STUDS SEE UNDER WINDOWS AND 2x STUDS SEE LL• � W J � o POWERS STEEL SILL SCHEDULE -� 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR O Q 0 o TYP. @ALL WINDOWS 48" O.C. W/ 2 12d CONTINUOUS FROM v� N SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN Z o ui �, O SPACING AND GRADE 06 w z F- - o TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO O BOTTOM PLATE. U' U �' e SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER i= Q z i " TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN U W Z !2 a _ 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BLOCKING FOR BEARING WALL PER O Q — O w z '-0 N EXT FINISH PER PLAN AGAINST TRUSS 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ I— U) c (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. 2 12 PLAN z a o 8 VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d O d @ 12 O.C. w 4 = 5 (0 sa W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON MIN DOUBLE BOTTOM %' z U) � z E VERT REINF. BEYOND PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN ( pLgTE _ Z Q a z o �.; END 2x4 TO TRUSS w/ 4 Q a' o x TRUSS OR FIELD 2x4) TO TRUSS w/ (4) ) O o a FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM (2) H5 EA. FLOOR U of N MASONRY WALL PER ,.Ir' WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE w O w w N PLAN f SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT Z W Z p U •� CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU FLOOR DECKING TO Q --� SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO (2) ROWS 8d NAILS @ FOR HANGER STRAP ACCOMMODATE O `�+ . SCHEDULE FOR FIN. FLR. 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 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. U ~ W IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO I SEE PLAN FOR RIBBON Q co 2x RIBBON OR ? W GRADE • �� MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN ••�t SHEATHING TO PLAN �• I..' MASONRY OR MTS12 BLOCKINGw/(4) 16d p �•� • BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS CD SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE: ALL FLOOR O DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER FELT PAPER O BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER ( z OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN Q O W 'SO TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOF' ^' ^^ ^'^^r^ ^^"'"'r^T'^ J 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x41/2" 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" �— NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SLOPE 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE NO MOISTURE FRAMING PLAN FOR TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS -SEE CONNECTIONS FRAMING PLAN FOR SLOPED BALCONY BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. OR SIM) IS PROVIDED TRUSS STRAP - SEE STRUCTURAL COL PER FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS W Q z D w O w -- CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ o TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F SIMPSON SP4 w/ (6) 10d Zl.O SHINGLE OR TILE PER SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�'<�S x1-1/2" @ 24" O.C. (USE <<Sy x1-1/2" @ 24" O.C. (USE Z ARCHITECTURAL CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 yFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFp SP6 @ 2x6 STUDS & O 0 ELEVATIONS. USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) Lu MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d »- PRE-ENGINEERED REFER TO PLAN FOR (20) 16d SINKERS & (14 ul NAILS. BEND STRAP NAILS. BEND STRAP (2) 2x SPF TOP PLATE w BUILT-UP COLUMN • (2) 2x SPF TOP PLATE — ROOF TRUSSES @ 24" I 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. • OVER TOP PLATE MIN. O U INFO. U.N.O. ON PLAN U.N.O. ON PLAN O.C. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND 0 W PRE -ENG. FLOOR • FLOOR PLAN FOR MIN. Z (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER C)SYSTEM - IF NO FLOOR HEADER SIZE & REQ'D p TYPICAL TRUSS TO LINTEL COURSE OR EXTERIOR SHEATHING HEADER SIZE & REQ'D J SYSTEM INSTALL JAMB STUDS FRAME CONNECTION. 1) SIMPSON LSTA30 JAMB STUDS INTO FILLED CELL USE KNEEWALL &PROVIDE ( FROM TOP OF WALL SEE STANDARD 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING m CONNECTOR NOTES i SOLID BLOCKING U.N.O. FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL ;� \ FLOOR TRUSS PER STUDS ABOVE PLATE UNDER COLUMN FRAMING PLAN FOR PER PLAN PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE CONNECTION INFO.. 2 2x SILL AT WINDOW AND WINDOW IS PER PLAN O BEARING I PROVIDE SOLID ( SEE DETAIL WS FOR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL IF HEADER IS UPSET I BAND JOIST & BLKG BLOCKING BELOW FLOOR GIRDER OR AT EA. END NAILED TO PLATE w/ (2) 10d AND WINDOW IS w � SEE PLAN MORE INFO OR LVL GIRDER COL. EVEN WITHIN BEAM; SEE PLAN _ W MASONRY WALL SEE LOWER: (1) 2x SILL FLOOR TRUSS STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d w TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT(1) 2x TOENAILS. EXT. O DBL. TOP PLATE NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS z BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x O �1�111t�ti ui a' SEE ARCHITECTURAL 3/4 -1 -0 3/4 -1-0 � �'') OR SIM) IS PROVIDED � SILL PLATE w/ (2) 10d PLAN FOR OVERHANG HDR. PER PLAN OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) * �� WIDTH 4'-0" . USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING •......•� �i` �,. L 00 INFO ) (2) 2x SILL AT WINDOW 2x STUDS, SEE I REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) • •• `•• Y w/ 2x CRIPPLE STUDS .• '••'?i �, -i z FRAMING PLAN FOR I BUILT-UP COLUMN SEE PLAN FOR MORE 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 c�, w Q P 2 O @ AT EA. END NAILED TO WINDOW AS SPACING AND GRADE INFO. CLIPS EACH SIDE w/ 2x z O N U I STRAPS CENTERED @ THAN 4 BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d SCHEDULED AND SEE ARCH PLAN BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16" O.C. ¢ G« Z O -� TO VERIFY SIZE I A A NAILS @ 8" O.C. THEN . LLl PLAN BEYOND NAILS w/ 2 10d TOENAILS .� kms• O e *�+ Z p EXTERIOR FINISH PER SEE FLOOR FRAMING SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. B ( z INT. 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THAN 6' 0 O WS11 OR WS13 FOR (2) SIMPSON LSTA18 ( \ U FLOOR TRUSSES SEE I SECTION FOR MORE STRAPS CENTERED @ IF TITENS ARE NOT IN ADDITIONAL (2) SIMPSON META16 LINTEL COURSE OR INFO. FLOOR W/ (14) 10d 2x TOP & BOT. SIMPSON LSTA30 w/ 0 PLAN FOR DEPTH AND z ^ O INFORMATION THIS I FLOOR TRUSS TO NAILS INTO FILLED CELL USE (11) 10d TG STUDS � Q SHEET DIRECTION REFER TO ) ABOVE PLATE U.N.O. C,� U I' �� o MASONRY WALL 1/4 X 1 3/4 TITENS RIBBONS CONT. NOTE: ALL FLOOR ;.. .., :. •: �: ,: FOUNDATION PLAN • (3) 2x STUD PACK NOTE: ALL FLOOR � TRUSSES TO BE P.T. IF FTG. EXT. SHEATHING ATTACH PER NAILING w o • INFORMATION TRUSSES TO BE P.T. IF Z NO MOISTURE �17 �_ . '. '• J l I �-` FLUSH W/ FACE OF SCHEDULE NO MOISTURE d M U c O BARRIER (FELT PAPER MASONRY ATTACHED SEE FRAMING PLAN q F-�-� a I= _= I=I ATTACH 2x STUDS W/ BARRIER (FELT PAPER FOR FLOOR _ OR SIM IS PROVIDED — I= PER NAILING OR SIM IS PROVIDED CONNECTION U Z SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. 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HT. BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0.. 3/4"=1'-0.. SEE PLAN 15/32" OR 7/16" OSB. ATTACH / 8 FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER ~ TRUSS w/ 8d NAILS AT 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 pV, z PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN Q ♦^ ATTACH PER NAILING � J 2x STUDS SEE 2x STUDS SEE UNDER WINDOWS AND 2x STUDS SEE LL• � W J � o POWERS STEEL SILL SCHEDULE -� 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR O Q 0 o TYP. @ALL WINDOWS 48" O.C. W/ 2 12d CONTINUOUS FROM v� N SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN Z o ui �, O SPACING AND GRADE 06 w z F- - o TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO O BOTTOM PLATE. 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IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER FELT PAPER O BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER ( z OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN Q O W 'SO TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOF' ^' ^^ ^'^^r^ ^^"'"'r^T'^ J 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x41/2" 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" �— NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SLOPE 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE 3/4"=1'-0" 1\"' / 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" _ SLOPED BALCONY z � W FLOOR TRUSS (12" z W Z Z W 0 0_ N a LLl TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR ;�. LUS46 TO LEDGER CONTRACTOR TO 'A SEE WS11/SD5 FOR ' I PROVIDE ADEQUATE •. SIM. END CONDITION WATERPROOFING. NO •I. CONCRTE SLAB LINTEL PER PLAN ° PERMITTED NOT USED 3/4"=1'-0" 1\"' / 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" O � � � 1 F- 0 0 p w 2(0w z C4 (1) � —� Z W LL �Lu ��0 Q U � a: I— STRUCTURAL ENG: CNS/BED/RMG Q DRAFTING: P: Z STRUCT: JV 0 QC CHECK: CC w JOB No TM - 2152529 S'SANF'ORD - SCALE. AS INDICATED 'Al ~ DATE. 07/28/2016 �f1TM� #16-2309 SD5 _ z � W z W Z Z W 0 0_ N a LLl O � � � 1 F- 0 0 p w 2(0w z C4 (1) � —� Z W LL �Lu ��0 Q U � a: I— STRUCTURAL ENG: CNS/BED/RMG Q DRAFTING: P: Z STRUCT: JV 0 QC CHECK: CC w JOB No TM - 2152529 S'SANF'ORD - SCALE. AS INDICATED 'Al ~ DATE. 07/28/2016 �f1TM� #16-2309 SD5 II I I 2x BRG WALL W/ 2x BRG WALL W/ W E -- Q HANGER BY OTHERS 1 I SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP &2x8 2x8's MIN. SPF #2 @ 16" EXT. FINISH PER MIN. SPF #2 @ 16" SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) ARCHS O.C. - SEE FRAMING OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE ` PLAN FOR MORE INFO. USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF PLAN & CONNECTIONS EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL ISIMPSON H2.5 EA. 2x4 BLOCKING ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SHEATHING PER BETWEEN STUDS W/ (2) 12d TOE NAILS SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 DETAIL WF10/D4 EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER -- 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER ;. LEDGER W/ (2) Y4"x3-1/2" 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN JL I SDS WOOD SCREWS @ _ SHEATHING TO LEDGER INTO 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND VERIFY W/ FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL IRECESS (3) SCREWS FOR 24" E3/4" ATTACHED PER (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SILL ATTACH SHEATHING 2x8 #2 SYP P.T. SILL NAILING SCHEDULE (2) 2x4 #2 SYP I 6W BLOCKING w/ SIMPSON PLATE w/ 1/2" EPDXY TO BOTTOM PLATE PLATE W/ 1/2" EPDXY BLOCKING w/ SIMPSON HUC24-2 EACH END, ANCHOR BOLT OR W/ (1) ROW 8d NAILS ANCHOR BOLT OR HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" @ 3" O.C. 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MAX. & 3" LUS26-2 FOR 2PLY VERIFY W/ FROM EA. END - USE TRUSS 1 IRECESS (3) SCREWS FOR 24" SIMPSON LUS26. USE 1 LEDGER INTO O.C. LUS26-2 FOR 2PLY 1 ITRUSS. VERIFY W/ I TRUSS TRUSS SHOP EA. TRUSS, 24" O.C. LEDGER PER PLAN (DRAWINGS L_ LEDGER 2x8 SYP #2 LEDGER W/ MASONRY WALL PER & CONNECTION INFO MIN. (4) 16d NAILS TO SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO EACH STUD (AT EACH 2x STUDS SEE PLAN OPT. TRUSS RECESS LEDGER IDE OF T. USE (4) S6d PLAN NAILS) D03 LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" 12 3/4"=1'-0" PER PLAN 2x4 CONT. W/ (2) 12d 1 I NAILS TO EACH STUD EXTERIOR SHEATHING —� 2x8 #2 SYP SILL PLATE Z p U 0 W0/2" EPDXY ANCHOR FROM TOP OF WALL OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT TO BOTTOM OF SILL & 6" FROM EACH END PLATE ATTACH PER r MASONRY WALL PER NAILING SCHEDULE PLAN & CONNECTIONS A ROOF SHEATHING ---�� H2.5 EA. ATTACH PER NAILING SEE FLOOR PLAN ISIMPSON TRUSS I SCHEDULE 1 PRE-ENGINEERED TRUSS PER PLAN 1 I CONNECTION DETAIL CONNECTION 2x6 #2 SYP CONT. MORE INFO MAX 5 FROM KING STUD ° IRECESS LEDGER W/ (2) Y4'"x3-1/2" SIMPSON LUS26. USE Q LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 16" O.C. MAX. & 3" TRUSS 1 ITRUSS. TRUSS SHOP FROM EA. END - USE (3) 1 IDRAWINGS� SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ 1 FOR TRUSS LOCATION MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. p OPT. TRUSS RECESS LEDGER G.T'.`USE O NIS) MASONRY WALL PER & CONNECTION INFO 16d 3/4"=1'-0" NOT USED 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN WINDOW SEE PLAN ---'- FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING' PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION �\ & MORE INFO co LLi (4 u Q - r = Z !9l 9x SPF TOP ,. O Gr.' 4 1.., 0 U 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. EV. ER EL 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 12 PER PLAN 2x4 CONT. W/ (2) 12d 1 I NAILS TO EACH STUD z 2x8 #2 SYP SILL PLATE Z p U 0 W0/2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN ---'- FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING' PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION �\ & MORE INFO co LLi (4 u Q - r = Z !9l 9x SPF TOP ,. O Gr.' 4 1.., 0 U 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. EV. ER EL 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. 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MASONRY WALL PER & CONNECTION INFO 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 2x STUDS SEE PLAN ; PLAN STUDS ABOVE ARE BETWEEN FLOORS 1 NAILING SCHED., CONT. TO a I 1 TO ALIGN W/ STUDS 1 BOTTOM OF FLOOR SYSTEM BELOW 1 1 1 1 1 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 1 1 Q 1 1 B E 1 1 Q > 1 1 1 1 O 1 F1 TYPICAL CONNECTION @ GIRDER OR BEAM F1 2 STORY 1 1 UNDER 2ND SOTRY COLUMN LOCATION. 1 J o 1 1 2x SPF BASE z W 3/4"=1'-0.. PLATE W 2 1 1 1 PRE-ENGINEERED E D I 1 FLOOR SYSTEM KNEEWALL OR BEAM CL -! (2) 2x SPF TOP PLATES U.N.O. 1 I 1 1 I 1 1 (2) 2x HEADER 1 II SEE FLOOR PLAN I 1 I FOR MORE INFO I 2x STUDS SEE PLAN 1 STUDS ABOVE ARE TO LU co ALIGN/ STUDS BELOW B 1 1 1 C4 1 I f 1 1 (j) 0 j Z ' 2x P.T. BASE PLATE SEE BEARING SCHED. LL O �� 1 FOR A.B. 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SHEATHING ATTACHED PER LU U) p PLAN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO a BOTTOM OF FLOOR SYSTEM IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY Q E UNDER 2ND STORY COLUMNS, PROVIDE Q > SOLID BLCOKING WITHIN FLOOR SYSTEM O F1 TYPICAL CONNECTION @ GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o J o 1 11=1'-0" z W 3/4"=1'-0.. W 2 Z W Z 0 =O CL -! Y II o 000 LU co CZE C4 (j) 0 j Z LL O �� (n T LIJLU tY O U � I STRUCTURAL ENG: CNS/BED/RMG Q DRAFTING: I- I Z -STRUCT: JV a QC CHECK CC JOB No TM - 2152529 LU �u��owc SCALE. AS INDICATED SANFORD ~ DATE: 07/28/2016 #,6-2309 SD6 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD(3)2X12 2x12 STRINGER TO BE STRINGERS W/ Z, UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING 2xJOISTS @LANDING FRAMING p @ 16"O.C. W/ SIMPSON o A35 OR LUS26 HANGER z ON EACH SIDE op 6" MIN. (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ ol 4'-0" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ q STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16din, s CONNECT TO. BEAMTO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" 2 BELOW A -A PLAN VIEW-@ 90 DEGREE TURN LANDING MASONRY WALL) `'' 10" MIN. SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 'fl STUDS REQ'D @END 3/4" PLYWOOD OR OSB OF LANDING W/ MIN. (6) 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER �+ LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d 2xJOIST LEDGE STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING SYP #2 STRINGERS W/ MASONRY WAI SIMPSON A34 / A35 p CLIP TO FLOOR ? SYSTEM & LANDING 0 FRAMING u- � SEE PLAN FOR MASONRY WALL OR WOOD WALL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE 3/4" O.S.B. W/ 8d NAILS —� @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE —� ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE —� ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2X8 P.T. SPF #2 (MIN.) ' LET -IN FASTEN TO SLAB USING MIN. (4) 4" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" At �— BASE PLATE ATTACHED PER PLAN 3/4"=1'-0" PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT A INFORMATION. �— 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) X_ WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE 1 HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING 1 I JOISTS MAX WIDTH I (#2 SYP) (#2 SYP) OF LANDING PLYWOOD FLOORING (3) 2x12 2x8 SIMPSON A35 ' 12'-0" (2) 2x12 2x6 � I 1 (1) 2x12 (1) 2x8 2x6 j � W/ (2) 16d TOE Q (3) 2x12 2x8 8'-0" 11'-0" CONNECTIONS 2x6 61-0" (1) 2x12 (1) 2x8 2x6 4'-0" NAILS @ 4"O.C. L -BRACE @ V-0" O.C. & FACE OF TRUSS (3) 2x12 2x8 MASONRY WALL OR 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" FRAME WALL BEYOND (2) 2x BEAM PER (3) 2x12 2x JOIST (P.T. IF 9'-0" SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO 9'-0"' END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16 O.C. W/ SIMPSON LEDGER w/ (3) 16d 9'-0" CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. 8'-01' TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS (3) 2x12 x 3 1/2" TITENS @ 16" 914" BELOW A -A PLAN VIEW @ 180 DEGREE TURN LANDING O.C. MAX. FOR STRINGERS TO BE MASONRY WALL) NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING A^r is rn n- mlkllnrn (1) 2x12 (1) 2x8 \ (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS —� @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE —� ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE —� ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2X8 P.T. SPF #2 (MIN.) ' LET -IN FASTEN TO SLAB USING MIN. (4) 4" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" At �— BASE PLATE ATTACHED PER PLAN 3/4"=1'-0" PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT A INFORMATION. �— 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) X_ WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE 1 HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING PLYWOOD FLOORING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 61-0" (1) 2x12 (1) 2x8 2x6 4'-0" W/ (2) 16d TOE Q (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 61-0" (1) 2x12 (1) 2x8 2x6 4'-0" NAILS @ 4"O.C. L -BRACE @ V-0" O.C. & FACE OF TRUSS (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0"' (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-01' (1) 2x12 (1) 2x8 2x6 V-0" w (3) 2x12 2x12 914" (2) 2x12 2x8 7'-0" T-0" (1) 2x12 (1) 2x8 2x6 5'-0" DOUBLE TRUSS PARALLEL TO FLOOR 6'-0, (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" SECTION X -X N.T.S. 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0 " PER FLOOR PLAN NOTE: 1. BASED ON MIN. 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W/ (2) 12d TOENAILS @BOTTOM) U)_j Z TOENAILS BOTTOM UJ 2x4 #2 SPF STUDS @ X X 2x4 IL 0 U Lij O Q LL.-� SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d ( NOTCH FLOOR SILL PLATE W/ (2) w FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. - Q O = ACCOMMODATE 2x CONT. BRACE & 10d _ 0 H H 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. �_ FLOOR SHEATHING W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS CD STRUCTURAL ENG: CNS/BED/RMG TO SLIDE DOWN TO W/ (2) Y4"x3" SDS (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY H DRAFTING: STRAP (1 EA. SIDE OF __ SPACED & CENTERED w STRUCT: JV 2x6 VERTICAL AND IN TRUSS -_.-_- STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 0 QC CHECK: CC TO TRUSS W/ (3) Y4' x 3° L -BRACE @ 6 -0 O.C. & FLOOR BEAM CONDITION @ANY OPENING w JOB No SDS WOOD SCREWS w TM 2152529 _ FLOOR BEAM SEE EQUALLY INC,��I�_ SCALE AS INDICATED PLAN SPACED/CENTERED IN TRUSS TO OUTSIDE TRUSS SEE PLAN __._ _... _.._ .._ ._ .._ __....... 1 (fir,:® H DATE: 07/28/2016 FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" N.T.S. # 6- 2 3 0 9 ST1 NOTCH SILL AND f Q PLYWOOD FLOORING Q TO ALLOW VERTICAL O w 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO -i t3 NAILS @ 4"O.C. L -BRACE @ V-0" O.C. & FACE OF TRUSS z W @ ANY OPENING 2x4 CONT. TOP PLATE _ = 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE I— w d, TO TRUSS W/ (3) Y4" x 3" 3 1/2"z TO STUDS W/ (2) 16d NAILS 0 Z Z W ~ DOUBLE TRUSS PARALLEL TO FLOOR SIDS OOD SCREWS O SECTION X -X N.T.S. EQUALLY 0 a SPACED/CENTERED IN 2x4 #2 SPF STUDS @ 11 H U) Q w 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24 O.C. EVERY OTHER c m o �e ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O C O STUDS 2/ (2) 16d TOE STUDS W/(2)16d TOE 32" ATTACHED TO TRUSS NAILS NAILS '`�` BELOW (OTHERWISE to 2x4 #2 SPF STUDS @ SEE ARCH PLAN I ATTACH W/ (2) 12d z N m MAX. 4'-0" ABOVE FLOOR 24" O.C. W/ (2) 12d TOENAILS @BOTTOM) U)_j Z TOENAILS BOTTOM UJ 2x4 #2 SPF STUDS @ X X 2x4 IL 0 U Lij O Q LL.-� SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d ( NOTCH FLOOR SILL PLATE W/ (2) w FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. - Q O = ACCOMMODATE 2x CONT. BRACE & 10d _ 0 H H 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. �_ FLOOR SHEATHING W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS CD STRUCTURAL ENG: CNS/BED/RMG TO SLIDE DOWN TO W/ (2) Y4"x3" SDS (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY H DRAFTING: STRAP (1 EA. SIDE OF __ SPACED & CENTERED w STRUCT: JV 2x6 VERTICAL AND IN TRUSS -_.-_- STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 0 QC CHECK: CC TO TRUSS W/ (3) Y4' x 3° L -BRACE @ 6 -0 O.C. & FLOOR BEAM CONDITION @ANY OPENING w JOB No SDS WOOD SCREWS w TM 2152529 _ FLOOR BEAM SEE EQUALLY INC,��I�_ SCALE AS INDICATED PLAN SPACED/CENTERED IN TRUSS TO OUTSIDE TRUSS SEE PLAN __._ _... _.._ .._ ._ .._ __....... 1 (fir,:® H DATE: 07/28/2016 FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" N.T.S. # 6- 2 3 0 9 ST1