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364 Red Rose Ln 16-2313 (a)THORNBROOKE 50's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONOLITHIC FOOTINGS, ALUMINUM OVER 2x6 5U5-FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 150 AMP. SERVICE, PAVER DRIVEWAY, PAVER LEAD WALKS, PAVER ENTRY, ACRYLIC LANAI. GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. LOT 7 THORNBROOKE 50 CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 81023.5. STANTON 2055 EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. 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 STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER R15,G.R 5TH EDITION (2014) R103b.2 AND ASTM C 926. PER RE CR. 5TH EDITION (2014) R103b.2.1 WEEP 5CREED5 SHALL BE A MINIMUM N0.26 GALVANIZED SHEET GAUGE CORRO61ON-RE515TANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE ELEV. NC NEO CLASSICAL LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALT. COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.C.R 5TH EDITION (2014) 8103.6.3 WATER RES15TIVE 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.E.C.R 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926. RA I HT STUCCO CONTROL JOINTS: GA GE R G 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 5F, AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR 06-06-16 CREATED LOT SPECIFIC PLAN FOR LOT 1 IN THORNBROOKE 566, ELEVATION "NC - NEO CLA551CAL", GARAGE RIGHT W1 PLAN OPTIONS INCLUDING: (5) CEILING FAN PRE -WIRE, TRAY CEILING AT DINING ROOM, NICHES AT FOYER, 12 FT. POCKET SLIDER AT FAMILY ROOM, (1) RECE55ED CAN LIGHT OVER KITCHEN SINK R-35 INSULATION AND LAUNDRY TUB ROUGH -IN. PLAN REVISIONS 06-28-16 COMPLETED REVISION TO INCLUDE: REMOVED THE FOLLOWING: TRAY CEILING AT DINING ROOM, NICHES AT FOYER, 12 FT. POCKET SLIDER At FAMILY ROOM, (1) RECE55ED CAN LIGHT OVER KITCHEN 51NK, AND LAUNDRY TUB ROUGH -IN, ADDED THE FOLLOWING: OPTIONAL MASTER BATH. PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS EGRESS: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE53 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I FLASHING SHALL BE INSTALLED AT WALL ANp ROOF INTERSECTIONS DECK AND WALL INTERSECTIONS AT GUTTERS AT ALL CHANGES IN ROOF SLOPE OR DIRECTION ANp AROUND ROOF OPENINGS 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW INSTALLATION: DRAWING INDEX I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB COV - GENERAL NOTES, INDEX, SPECIFICATIONS CORE STEEL DOORS NOT LE55 THAN 13/6" THICK OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CL051NG DEVICE, 1 - SLAB INTERFACE PLAN FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. Ld 2A1 - FLOOR PLAN NOTES A5PHALT 5NINGLE5 (IF APPLICABLE) C-1100 I. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT 5HII GLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND RW5,2b1 , 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 6 2A2 FLOOR P LAN DIMENSIONS 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VER 1ICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, 0 z /� LID Uj .2 T A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION RW52.1. FOR ROOF SLOPES FROM FOUR`UNITS VERTICAL IN 12 UNITS HORIZONTALCD =D3B1 _ FRONT ELEVATION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6151 VREQUIRED IN ACCORDANCE WITH SECTIONLn:rLL �p 3B2 SIDE ELEVATIONS ROOF PLAN BUILDING SECTION 89052.,. m , � CLAY AND CONCRETE TILE (IF APPLICABLE) : � ���%% 3B3 FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F5.C.R 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR `��� •• .... RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vasp1S DETERMINED IN ACCORDANCE WITH :�� �. ,.• •.• / ✓,, SECTION 83012,13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R 5TH EDITION (2014) 890539 SHALL CONFORM WITH A5TM D 226, TYPE r 3 B4 - FLASHING DETAILS ='� '•2 II; ASTM p 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA NIGH - � � � 0 0 WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS .. Uj S U0 Q � t 4 - ELECTRICAL PLAN OF RA51,8;119 �R 120: :-' �. � /: 0 CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) �'•� ...•••��'��`�' I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE P� 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER TUB AND SHOWER AREAS: I. CEMENT, FIBER -GEMENT, OR GLA56 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, CI325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS TERMITE PROTECTION: ~� I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501E 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 RECORD COPY NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL 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, REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC. 4w I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF PLANS EXAMINER APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, DATE OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 ' mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SANFORD BUILDING DIVISION 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'5 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 J AUTHORITY To VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 5ECTION5 MI411.3. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EXHAUST FANS AND VENTING: REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY COMPACTION TEST TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. J REQUIRED 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 RE Q 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 W DEGREE (lb RAD) BEND. THE Results to be Verified MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND at Slab Inspection LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 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 055 EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 2 �UILac 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FSC: • SANFoRD ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY - REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL - # 1 6 2 3 13 FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. T REV. 10-14-2015 K w DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OiL MAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER N 00 N' to M0) N `I smN I d L r >_:=JM 66 °J'L' O roc a��0 o Cc i, U. _ .0=� o L. !A � h 4jZrGv 1 - SLAB INTERFACE PLAN FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. Ld 2A1 - FLOOR PLAN NOTES A5PHALT 5NINGLE5 (IF APPLICABLE) C-1100 I. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT 5HII GLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND RW5,2b1 , 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 6 2A2 FLOOR P LAN DIMENSIONS 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VER 1ICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, 0 z /� LID Uj .2 T A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION RW52.1. FOR ROOF SLOPES FROM FOUR`UNITS VERTICAL IN 12 UNITS HORIZONTALCD =D3B1 _ FRONT ELEVATION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6151 VREQUIRED IN ACCORDANCE WITH SECTIONLn:rLL �p 3B2 SIDE ELEVATIONS ROOF PLAN BUILDING SECTION 89052.,. m , � CLAY AND CONCRETE TILE (IF APPLICABLE) : � ���%% 3B3 FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F5.C.R 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR `��� •• .... RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vasp1S DETERMINED IN ACCORDANCE WITH :�� �. ,.• •.• / ✓,, SECTION 83012,13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R 5TH EDITION (2014) 890539 SHALL CONFORM WITH A5TM D 226, TYPE r 3 B4 - FLASHING DETAILS ='� '•2 II; ASTM p 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA NIGH - � � � 0 0 WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS .. Uj S U0 Q � t 4 - ELECTRICAL PLAN OF RA51,8;119 �R 120: :-' �. � /: 0 CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) �'•� ...•••��'��`�' I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE P� 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER TUB AND SHOWER AREAS: I. CEMENT, FIBER -GEMENT, OR GLA56 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, CI325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS TERMITE PROTECTION: ~� I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501E 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 RECORD COPY NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL 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, REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC. 4w I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF PLANS EXAMINER APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, DATE OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 ' mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SANFORD BUILDING DIVISION 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'5 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 J AUTHORITY To VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 5ECTION5 MI411.3. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EXHAUST FANS AND VENTING: REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY COMPACTION TEST TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. J REQUIRED 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 RE Q 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 W DEGREE (lb RAD) BEND. THE Results to be Verified MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND at Slab Inspection LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 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 055 EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 2 �UILac 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FSC: • SANFoRD ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY - REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL - # 1 6 2 3 13 FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. T REV. 10-14-2015 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OiL MAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 e� 1 - SLAB INTERFACE PLAN FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. Ld 2A1 - FLOOR PLAN NOTES A5PHALT 5NINGLE5 (IF APPLICABLE) C-1100 I. WIND RE615TANCE OF ASPHALT SHINGLES. - ASPHALT 5HII GLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND RW5,2b1 , 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 6 2A2 FLOOR P LAN DIMENSIONS 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VER 1ICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, 0 z /� LID Uj .2 T A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION RW52.1. FOR ROOF SLOPES FROM FOUR`UNITS VERTICAL IN 12 UNITS HORIZONTALCD =D3B1 _ FRONT ELEVATION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6151 VREQUIRED IN ACCORDANCE WITH SECTIONLn:rLL �p 3B2 SIDE ELEVATIONS ROOF PLAN BUILDING SECTION 89052.,. m , � CLAY AND CONCRETE TILE (IF APPLICABLE) : � ���%% 3B3 FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F5.C.R 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR `��� •• .... RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vasp1S DETERMINED IN ACCORDANCE WITH :�� �. ,.• •.• / ✓,, SECTION 83012,13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R 5TH EDITION (2014) 890539 SHALL CONFORM WITH A5TM D 226, TYPE r 3 B4 - FLASHING DETAILS ='� '•2 II; ASTM p 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA NIGH - � � � 0 0 WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS .. Uj S U0 Q � t 4 - ELECTRICAL PLAN OF RA51,8;119 �R 120: :-' �. � /: 0 CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) �'•� ...•••��'��`�' I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE P� 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER TUB AND SHOWER AREAS: I. CEMENT, FIBER -GEMENT, OR GLA56 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, CI325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS TERMITE PROTECTION: ~� I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501E 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 RECORD COPY NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL 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, REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC. 4w I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF PLANS EXAMINER APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, DATE OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 ' mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SANFORD BUILDING DIVISION 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'5 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 J AUTHORITY To VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 5ECTION5 MI411.3. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EXHAUST FANS AND VENTING: REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY COMPACTION TEST TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. J REQUIRED 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 RE Q 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 W DEGREE (lb RAD) BEND. THE Results to be Verified MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND at Slab Inspection LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 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 055 EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 2 �UILac 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FSC: • SANFoRD ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY - REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL - # 1 6 2 3 13 FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. T REV. 10-14-2015 1 1'-4" 22'-0" 20'-8" 3'4°64" A/C PAI) (VERIFY LOCATION) uj M r CIQ c0 CDz c." w .v Lr) m -i m LL- Q in CO • J y •. tVy •e e W ce I PAVER pRIVE / LEApWALK 205.5 111-411 21-m1. 51.611 411 ���LD�NG 13'-4" 6'-0" 2' 4" I6'-0" 2'-411 SANFOR® TITLE • SLAB INTERFACE PLAN FPA R�r� 40'-011 - vo SLAB INTERFACE PLAN SCAGARAGE IGHT `r x m `A G.C. VERIFY ACRYLIC DAVIS BEWS DESIGN GROVP 3/4" P.V.G. CONDEN5ATION 150 STATE STREET EAST OL,DSMAR, fl ARIDA 34677 813 . 925.1300 T'EL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 0 -j�W ON LANAI DAWN 4,-0„ em N N T 811 81. �. ? PJM BY PLUMBER `L. 00 �� n �J�^ og 0 0 3�E LLL;; ELEVATION 411 P.V.G. �+ ZZ20 .0 fill S1-4" 11/2" RECE55 FOR 5.6.D. N ;r 20'-4" 12'-611 11.211 ELEVATION AT OL 04" (A55UMED) II 1'-4" 4'-8" 16' 9" 3'-10" 2'-3" 5'-211 1011 31.611 " 811 N 7HEA[j) V-� ci LAV, ) (�A� ELEVATION ----- -- O0'-4" ��----moi TUB/ SHOWER PROVII)E WATER LINE FOR ICE MAKER I�I -' - :>-,�-�n II III I iI �u J ELEVATION AT I 04" (A55UMED) II UIQ--JuI �I 20'-4" II 19'-8" o l.Il N N Q AA 3B2 `r III � II ELEVATION (� o z l) 0'-4" 0 50 GAL. W.W. ELEVATION AT 0'-0" (A55UMEp) T ELEVAT1oN (J ELEVATION l) 0'-4° tz v PAVERS 8" 19'-411 8" ~`a H.B. c� N ELEVATION ELEVATION ELEVATION 6 0;N N uj M r CIQ c0 CDz c." w .v Lr) m -i m LL- Q in CO • J y •. tVy •e e W ce I PAVER pRIVE / LEApWALK 205.5 111-411 21-m1. 51.611 411 ���LD�NG 13'-4" 6'-0" 2' 4" I6'-0" 2'-411 SANFOR® TITLE • SLAB INTERFACE PLAN FPA R�r� 40'-011 - vo SLAB INTERFACE PLAN SCAGARAGE IGHT x m DAVIS BEWS DESIGN GROVP C 0 00 a 150 STATE STREET EAST OL,DSMAR, fl ARIDA 34677 813 . 925.1300 T'EL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 0 -j�W do N 00) to 2 cm em N N T �. ? PJM `L. 00 �� n �J�^ og 0 0 3�E LLL;; L 0 (1) � 0 P� �+ ZZ20 .0 fill uj M r CIQ c0 CDz c." w .v Lr) m -i m LL- Q in CO • J y •. tVy •e e W ce I PAVER pRIVE / LEApWALK 205.5 111-411 21-m1. 51.611 411 ���LD�NG 13'-4" 6'-0" 2' 4" I6'-0" 2'-411 SANFOR® TITLE • SLAB INTERFACE PLAN FPA R�r� 40'-011 - vo SLAB INTERFACE PLAN SCAGARAGE IGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL,DSMAR, fl ARIDA 34677 813 . 925.1300 T'EL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 uj M r CIQ c0 CDz c." w .v Lr) m -i m LL- Q in CO • J y •. tVy •e e W ce I PAVER pRIVE / LEApWALK 205.5 111-411 21-m1. 51.611 411 ���LD�NG 13'-4" 6'-0" 2' 4" I6'-0" 2'-411 SANFOR® TITLE • SLAB INTERFACE PLAN FPA R�r� 40'-011 - vo SLAB INTERFACE PLAN SCAGARAGE IGHT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - 5TH EDITION (2014). TYPICAL MASONRY A.C. PAL) WINDOW SCHEDULE T.O.M. 9' 4" AFF. T.OM. 9'4 WINDOW WIDTHS N.B. (VERIFY LOCATION) N� , ~ 2011 27" to O N M ALLI I �/ .r T Y 7, WINDOW CALL -OUTS c n i• >=JM W/ 0.5.8. 9 4.. CPT. VINYL TEMP. GL. ~O 26" 12 5H 1/2 32 5H 22 514 32 5H LU ' (�0 \ COUNTERTOP OT z �p TILE = 39" 13 5H 1/2 33 5H 23 5H 33 5H I ATTIC 0 \ D.W. O I AGCE55 L- - - LAV. LAV. NEAP 0 51" R/5 14 5H 1/2 34 5H 24 5H 34 5H TEMP, GL. O FOR WALL TUB/ z� 63" g 15 5H 1/2 35 5H 25 5H 35 5H SHOWER Z I ENCL, ON 42" H. LOW WALL 12" 3: 16 5H 1/2 36 5H 26 5H 36 5u I ?N C.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 POR STYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- G5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - 5TH EDITION (2014). Ji- -------------------------- - BOTTOM OF LINTEL G.C. VERIFY ACRYLIC AT 6-0" AFF, LANAI ON LANAI 22'-0'4-0" I 9'-4" PLT. HT. I MASTER SUITE T.OM, 16'-8"x12'-10" 9' 4" 9'-4" FLAT CLG. I 25 5H. HD, AT 84" JOB NUMBER 26002.120 j CAD FILE NAME LOT 7 9-0x8-0 TEMP. 5.61)FLUSH FRAME ISSUED 06-06-16 TO FURRING REVISED 06-28-16 ARCH FROM 8'-6" TO 9'-m° FAMILY ROOM 19 -0 x13 -4 0 0 - VAULTED CLG. n � z 4 2.96:12 12'-0" CLG. > ovi 2.96:12 SLOPE CLG. A/N o rpl- VAULT x 0 w A.C. PAL) to C O T.O.M. 9' 4" AFF. T.OM. 9'4 3 - 25 5H. HD. AT 8'-0" * EGRE55 N.B. (VERIFY LOCATION) N� , ~ Ji- -------------------------- - BOTTOM OF LINTEL G.C. VERIFY ACRYLIC AT 6-0" AFF, LANAI ON LANAI 22'-0'4-0" I 9'-4" PLT. HT. I MASTER SUITE T.OM, 16'-8"x12'-10" 9' 4" 9'-4" FLAT CLG. I 25 5H. HD, AT 84" JOB NUMBER 26002.120 j CAD FILE NAME LOT 7 9-0x8-0 TEMP. 5.61)FLUSH FRAME ISSUED 06-06-16 TO FURRING REVISED 06-28-16 ARCH FROM 8'-6" TO 9'-m° FAMILY ROOM 19 -0 x13 -4 0 0 - VAULTED CLG. n � z 4 2.96:12 12'-0" CLG. > ovi 2.96:12 SLOPE CLG. A/N o rpl- VAULT F -in I =: a I 4 rn � ARCH III BEDROOM 2 -' FROM V-611 V_ III T 9'-0" ee�� I 11'-0"x10'-2" Ui =1` I 9'-4" FLAT CLG., � _ a� Ju a z V �a � v U mow C"J VINYL Icer. I I l411 � M N a 2.96:12 I Ln BRKFST. I II I CLG. N VAULT 10'-10" 1z' m" CLG. x8'-8" 2.96:12 + I I I ARCH VAULTED CLG. SLOPE64, FROM 2-6x6-8 ° ••®e• AA n n I I Iu ," •• •� ♦♦s 3B2 ARCH FROM I I I I ro 9 m!d r .•.2 O 8 46 TO 9 -0 144-8 4 ® LU Qk z -y �n 55H . BEDROOM 3 11,._0"x10'-0" d� �••••. .• • ~, ARCH. -/N I �I W I , N 9'-4" FLAT CLG. ��i ' �`� ° ARCH- - - z FROM 8 -6 ` ` - a a I TO V-0" FROM 8'-6" L I- -I UTIL. I 1111 �I CLG. �DLLJ � a lm NANSEN L- I- J DINING Box �,� � HP 12'-0"x11'-6" V J 9'-4" FLAT CLG. 9' 4" 12' 0" WALLS - Ci CLG. CLG. 50 GAL. 6' 1� W.N. u0 NOTE: 0 ALL INTERIOR- ���� ANGLED WALLS o +68ARE AT 45' (UN.O.) L - - - J 54"x22" ATTIC ACCESS Hr Hr DEN 12'-0"x11'-6 a 9'-4 FLAT CLG. ' _ GARAGE o 8' x22'_0" 8-0" FLUSH FRAME ENTRY '-0" PLT. HT. TO FURRING T.O.M. LINE OF GARAGE DOOR IN OPEN POSITION 0 61LL 124" r--,-------------------- PAVERS m o a 124"� I � CLG. - - A.F.F. - - - T.O.M. ARCHED I 8-m 2 26 5H. HEADER I AFF. ( O HB. g01Lp�L J HD, AT 6-0" I I U 0 • T.O.M. U REFER TO SHEET SAIVF 25 FOR FLOOR PLAN aRD Mumma 16-0x7-0 O.N. GARAGE DOOR I Q A.F.F. W/ DIMENSIONS Fp���� • G.C. VERIFY FOR PAVER DRIVE. / LEADWAI-K #1 '� �S 2055 _73 � • R38 CEILING INSULATION HATCHING LEGEND INSULATE WALL • SHEET 19 FLOOR PLAN NOTES I A SCALE. 1/4" = I'-0" GARAGE RIGHT L x 0 w 2-R/5 to C O 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER 0 _j N - N� , ~ Q MKNEE to O N M ALLI I �/ .r T Y 7, 9'-4" FLAT CLG. c n i• >=JM W/ 0.5.8. 9 4.. CPT. VINYL TEMP. GL. ~O 0 G0 v�n 42 - ---� N. I �I d°�� �r �N0 ' (�0 \ COUNTERTOP OT z �p TILE F -in I =: a I 4 rn � ARCH III BEDROOM 2 -' FROM V-611 V_ III T 9'-0" ee�� I 11'-0"x10'-2" Ui =1` I 9'-4" FLAT CLG., � _ a� Ju a z V �a � v U mow C"J VINYL Icer. I I l411 � M N a 2.96:12 I Ln BRKFST. I II I CLG. N VAULT 10'-10" 1z' m" CLG. x8'-8" 2.96:12 + I I I ARCH VAULTED CLG. SLOPE64, FROM 2-6x6-8 ° ••®e• AA n n I I Iu ," •• •� ♦♦s 3B2 ARCH FROM I I I I ro 9 m!d r .•.2 O 8 46 TO 9 -0 144-8 4 ® LU Qk z -y �n 55H . BEDROOM 3 11,._0"x10'-0" d� �••••. .• • ~, ARCH. -/N I �I W I , N 9'-4" FLAT CLG. ��i ' �`� ° ARCH- - - z FROM 8 -6 ` ` - a a I TO V-0" FROM 8'-6" L I- -I UTIL. I 1111 �I CLG. �DLLJ � a lm NANSEN L- I- J DINING Box �,� � HP 12'-0"x11'-6" V J 9'-4" FLAT CLG. 9' 4" 12' 0" WALLS - Ci CLG. CLG. 50 GAL. 6' 1� W.N. u0 NOTE: 0 ALL INTERIOR- ���� ANGLED WALLS o +68ARE AT 45' (UN.O.) L - - - J 54"x22" ATTIC ACCESS Hr Hr DEN 12'-0"x11'-6 a 9'-4 FLAT CLG. ' _ GARAGE o 8' x22'_0" 8-0" FLUSH FRAME ENTRY '-0" PLT. HT. TO FURRING T.O.M. LINE OF GARAGE DOOR IN OPEN POSITION 0 61LL 124" r--,-------------------- PAVERS m o a 124"� I � CLG. - - A.F.F. - - - T.O.M. ARCHED I 8-m 2 26 5H. HEADER I AFF. ( O HB. g01Lp�L J HD, AT 6-0" I I U 0 • T.O.M. U REFER TO SHEET SAIVF 25 FOR FLOOR PLAN aRD Mumma 16-0x7-0 O.N. GARAGE DOOR I Q A.F.F. W/ DIMENSIONS Fp���� • G.C. VERIFY FOR PAVER DRIVE. / LEADWAI-K #1 '� �S 2055 _73 � • R38 CEILING INSULATION HATCHING LEGEND INSULATE WALL • SHEET 19 FLOOR PLAN NOTES I A SCALE. 1/4" = I'-0" GARAGE RIGHT L 2-R/5 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 - M. BATH Q MKNEE ALLI I I 9'-4" FLAT CLG. c n W/ 0.5.8. 9 4.. CPT. VINYL TEMP. GL. v�n 42 - ---� N. I �I CLG. 4� ENCL. \ COUNTERTOP TILE 5642 , SHOWER I I ATTIC 0 \ D.W. O I AGCE55 L- - - LAV. LAV. NEAP w s/ U d's° R/5 TEMP, GL. O FOR WALL TUB/ KITCHEN I 5' 0" TUB SHOWER I ENCL, ON 42" H. LOW WALL VAULTED CLG. I I ?N BATH 2 F -in I =: a I 4 rn � ARCH III BEDROOM 2 -' FROM V-611 V_ III T 9'-0" ee�� I 11'-0"x10'-2" Ui =1` I 9'-4" FLAT CLG., � _ a� Ju a z V �a � v U mow C"J VINYL Icer. I I l411 � M N a 2.96:12 I Ln BRKFST. I II I CLG. N VAULT 10'-10" 1z' m" CLG. x8'-8" 2.96:12 + I I I ARCH VAULTED CLG. SLOPE64, FROM 2-6x6-8 ° ••®e• AA n n I I Iu ," •• •� ♦♦s 3B2 ARCH FROM I I I I ro 9 m!d r .•.2 O 8 46 TO 9 -0 144-8 4 ® LU Qk z -y �n 55H . BEDROOM 3 11,._0"x10'-0" d� �••••. .• • ~, ARCH. -/N I �I W I , N 9'-4" FLAT CLG. ��i ' �`� ° ARCH- - - z FROM 8 -6 ` ` - a a I TO V-0" FROM 8'-6" L I- -I UTIL. I 1111 �I CLG. �DLLJ � a lm NANSEN L- I- J DINING Box �,� � HP 12'-0"x11'-6" V J 9'-4" FLAT CLG. 9' 4" 12' 0" WALLS - Ci CLG. CLG. 50 GAL. 6' 1� W.N. u0 NOTE: 0 ALL INTERIOR- ���� ANGLED WALLS o +68ARE AT 45' (UN.O.) L - - - J 54"x22" ATTIC ACCESS Hr Hr DEN 12'-0"x11'-6 a 9'-4 FLAT CLG. ' _ GARAGE o 8' x22'_0" 8-0" FLUSH FRAME ENTRY '-0" PLT. HT. TO FURRING T.O.M. LINE OF GARAGE DOOR IN OPEN POSITION 0 61LL 124" r--,-------------------- PAVERS m o a 124"� I � CLG. - - A.F.F. - - - T.O.M. ARCHED I 8-m 2 26 5H. HEADER I AFF. ( O HB. g01Lp�L J HD, AT 6-0" I I U 0 • T.O.M. U REFER TO SHEET SAIVF 25 FOR FLOOR PLAN aRD Mumma 16-0x7-0 O.N. GARAGE DOOR I Q A.F.F. W/ DIMENSIONS Fp���� • G.C. VERIFY FOR PAVER DRIVE. / LEADWAI-K #1 '� �S 2055 _73 � • R38 CEILING INSULATION HATCHING LEGEND INSULATE WALL • SHEET 19 FLOOR PLAN NOTES I A SCALE. 1/4" = I'-0" GARAGE RIGHT L DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F -in I =: a I 4 rn � ARCH III BEDROOM 2 -' FROM V-611 V_ III T 9'-0" ee�� I 11'-0"x10'-2" Ui =1` I 9'-4" FLAT CLG., � _ a� Ju a z V �a � v U mow C"J VINYL Icer. I I l411 � M N a 2.96:12 I Ln BRKFST. I II I CLG. N VAULT 10'-10" 1z' m" CLG. x8'-8" 2.96:12 + I I I ARCH VAULTED CLG. SLOPE64, FROM 2-6x6-8 ° ••®e• AA n n I I Iu ," •• •� ♦♦s 3B2 ARCH FROM I I I I ro 9 m!d r .•.2 O 8 46 TO 9 -0 144-8 4 ® LU Qk z -y �n 55H . BEDROOM 3 11,._0"x10'-0" d� �••••. .• • ~, ARCH. -/N I �I W I , N 9'-4" FLAT CLG. ��i ' �`� ° ARCH- - - z FROM 8 -6 ` ` - a a I TO V-0" FROM 8'-6" L I- -I UTIL. I 1111 �I CLG. �DLLJ � a lm NANSEN L- I- J DINING Box �,� � HP 12'-0"x11'-6" V J 9'-4" FLAT CLG. 9' 4" 12' 0" WALLS - Ci CLG. CLG. 50 GAL. 6' 1� W.N. u0 NOTE: 0 ALL INTERIOR- ���� ANGLED WALLS o +68ARE AT 45' (UN.O.) L - - - J 54"x22" ATTIC ACCESS Hr Hr DEN 12'-0"x11'-6 a 9'-4 FLAT CLG. ' _ GARAGE o 8' x22'_0" 8-0" FLUSH FRAME ENTRY '-0" PLT. HT. TO FURRING T.O.M. LINE OF GARAGE DOOR IN OPEN POSITION 0 61LL 124" r--,-------------------- PAVERS m o a 124"� I � CLG. - - A.F.F. - - - T.O.M. ARCHED I 8-m 2 26 5H. HEADER I AFF. ( O HB. g01Lp�L J HD, AT 6-0" I I U 0 • T.O.M. U REFER TO SHEET SAIVF 25 FOR FLOOR PLAN aRD Mumma 16-0x7-0 O.N. GARAGE DOOR I Q A.F.F. W/ DIMENSIONS Fp���� • G.C. VERIFY FOR PAVER DRIVE. / LEADWAI-K #1 '� �S 2055 _73 � • R38 CEILING INSULATION HATCHING LEGEND INSULATE WALL • SHEET 19 FLOOR PLAN NOTES I A SCALE. 1/4" = I'-0" GARAGE RIGHT L 40'-0" ui 00 nz uj cs X) c: -J Ln `%j111Iflilt/ 1° _j • Z© d r O °/it ° 1---1 00 0 >= 0 1 11�I. J 2055 w� ANG' • • SANFORL3 TI TLE • RT�FLOOR PLAN DIMENSIONS X313 - • SHEET ° FLOOR PLAN DIMENSIONS SCALE: 1,411: 11-0 l 2A2 GARAGE RIGHT • 22'-0" IS' m1T • x w DAVIS)6 BEWS DESIGN GNOVP C U To 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813, 925.1800 FAX V VWnAVLS8EWS.COM TAMPA • DENVER. 1'-411 201-611 9'-mll 91 mlf N� °NNM \m ul Lo ?•;JM co ami' v- 0 00o o:�c0 3 u.=ro°' N C to �roti o 4d Z 0 LANAI e I MASTER SUITE 6'-011 V-4" M.O. 3'-0" M FAMILY ROOM N 6l - rL- 51-211 I-011 44" -Fl 11-v T-1111 31.211 41-311 31-811 61-2" 6' 8" 1'-S" 0" 4'-6" I I M. BATH - N I I I M I \ ° �I---J1 M - 0 0 Uz, 0 KITCHEN 2'-6" 6'-811 5'-0" 2'8" 1I Il' 8"11'-6" _ r — -in I IIIIII BATH BED ROOM 2III I L Ju 02 Ly ,- BRKFST. 1 II I I III I II M 1 III I- III 1 II M II 1 II 11-6 0 I -6 51.011 16 m 4 -I 2 5 12 -0 - - BEDROOM3 ____ — --- o -- 6'-411 31.111 41-111 51 011 4" I_ J 6'-4" 12'-8" II I I II I I Q I L I— J UTIL. DINING O _ 9'-611 9' 1011 8" 201-011 Ll 04 DEN GARAGE Lei N N I' 4" 3'-4" M.O. 1'-4" ENTRY--------------------- -� I } e I I V.011 J 21-411 111.411 2'-011 51-811 4" REFER 10 SHEET 21A FOR FLOOR PIAN 131.411 61-m11 T-411 L 16'-011 M.0, 21-41' W/ NOTES 191-4" 26-8" ui 00 nz uj cs X) c: -J Ln `%j111Iflilt/ 1° _j • Z© d r O °/it ° 1---1 00 0 >= 0 1 11�I. J 2055 w� ANG' • • SANFORL3 TI TLE • RT�FLOOR PLAN DIMENSIONS X313 - • SHEET ° FLOOR PLAN DIMENSIONS SCALE: 1,411: 11-0 l 2A2 GARAGE RIGHT • • x w DAVIS)6 BEWS DESIGN GNOVP C U To 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813, 925.1800 FAX V VWnAVLS8EWS.COM TAMPA • DENVER. EST. 1994 1---- 0 J �� N� °NNM \m ul Lo ?•;JM ir. iL . ami' v- 0 00o o:�c0 3 u.=ro°' N C to �roti o 4d Z 0 ui 00 nz uj cs X) c: -J Ln `%j111Iflilt/ 1° _j • Z© d r O °/it ° 1---1 00 0 >= 0 1 11�I. J 2055 w� ANG' • • SANFORL3 TI TLE • RT�FLOOR PLAN DIMENSIONS X313 - • SHEET ° FLOOR PLAN DIMENSIONS SCALE: 1,411: 11-0 l 2A2 GARAGE RIGHT • DAVIS)6 BEWS DESIGN GNOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813, 925.1800 FAX V VWnAVLS8EWS.COM TAMPA • DENVER. EST. 1994 1---- ui 00 nz uj cs X) c: -J Ln `%j111Iflilt/ 1° _j • Z© d r O °/it ° 1---1 00 0 >= 0 1 11�I. J 2055 w� ANG' • • SANFORL3 TI TLE • RT�FLOOR PLAN DIMENSIONS X313 - • SHEET ° FLOOR PLAN DIMENSIONS SCALE: 1,411: 11-0 l 2A2 GARAGE RIGHT • 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING V.[ E: DETAIL SHOWS THE TYPICAL THICKNESS INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C,R. - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOYE THE FIN15HED GRADE OR SUI;ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 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 FIN15HED 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 FB -C-R. - 5TH EDITION (2014) 83122 �l T.O.M. — 6" BANDING TEXTURED FINISH FINISH FLOOR LINE GRADE LINE (ASSUMED) FINISH ALUMINUM OVER Q 6 SCORED 2x6 5U6 -FASCIA SHINGLE KEYSTONE 6" BANDING (TYPICAL) ROOF DETAIL 12 6 L -SHINGLE Q ROOF o Lu KEYSTONE 20" DECORATIVE - X 0 co DAVIS B EWS ..r LO o DESIGN GROVP 0 J hm OLDSMM, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER ___ -9 EST. 1994 r_ - MN� L '=jM �. °• i � 00 `� T '� J V ~ 0�r.0 co O l TYP STUCCO GC VERIFY 12 T 0 Z 'z FINISH ALUMINUM OVER Q 6 SCORED 2x6 5U6 -FASCIA SHINGLE KEYSTONE 6" BANDING (TYPICAL) ROOF DETAIL 12 6 L -SHINGLE Q ROOF o Lu KEYSTONE 20" DECORATIVE - lei 01 co DAVIS B EWS ..r DESIGN GROVP 150 STATE STREET EAST OLDSMM, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER ___ -9 EST. 1994 r_ - FINISH ALUMINUM OVER Q 6 SCORED 2x6 5U6 -FASCIA SHINGLE KEYSTONE 6" BANDING (TYPICAL) ROOF DETAIL 12 6 L -SHINGLE Q ROOF o Lu KEYSTONE 20" DECORATIVE - co op cn ..r Q C-0 Lu .2LLcai _ " co l TYP STUCCO GC VERIFY 12 FINISH ALUMINUM OVER Q 6 SCORED 2x6 5U6 -FASCIA SHINGLE KEYSTONE 6" BANDING (TYPICAL) ROOF DETAIL 12 6 L -SHINGLE Q ROOF o Lu KEYSTONE 20" DECORATIVE (TYPICAL) LOUVER 12LINE OF CLC. 12 6 L'-_ PLT. HT, 3" BANDING IN FOYER 5" BANDING 6 12 SHINGLE SADDLE Q 6 N ROOF e 311 BANDING LSTUCCO 00 2 -O FINISH T.O.M. BEYOND d FG. 811 BANDING — 61 T.O.M. 171 El El [71,171171 7 � � O❑❑❑❑❑❑❑ FIN SHRED" -��' 0 — FIN15H FLOOR LINE J >m 0 _< F=m� FRONT ELEVATION LILL—__ SCALE: 1/4 = 1'-O" 2055 rINGawma .11.....11.A,...�1....1 ' TITLE • FRONT ELEVATION �FpAR't DETAILS #16-2313 ELEVATION "NC - NEO CLASSICAL" GARAGE RIGHT - op cn (TYPICAL) LOUVER 12LINE OF CLC. 12 6 L'-_ PLT. HT, 3" BANDING IN FOYER 5" BANDING 6 12 SHINGLE SADDLE Q 6 N ROOF e 311 BANDING LSTUCCO 00 2 -O FINISH T.O.M. BEYOND d FG. 811 BANDING — 61 T.O.M. 171 El El [71,171171 7 � � O❑❑❑❑❑❑❑ FIN SHRED" -��' 0 — FIN15H FLOOR LINE J >m 0 _< F=m� FRONT ELEVATION LILL—__ SCALE: 1/4 = 1'-O" 2055 rINGawma .11.....11.A,...�1....1 ' TITLE • FRONT ELEVATION �FpAR't DETAILS #16-2313 ELEVATION "NC - NEO CLASSICAL" GARAGE RIGHT —------------------------------------- ROOF -T----------- I VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 2737 SQ. FT. / 300 = 9.12 SQ. FT. X 144 =1314 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 656.88 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 5 HALF AT LOW SOFFIT / EAVE VENTS = 656.88 SQ, IN. I ACTUAL SOFFIT VENTILATION =1855.9 SQ. IN. I I OFF -RIDGE VENT (TYP.) VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. * * * * * * * I I I I Lu G.G. VERIFY FOR i L R38 CEILING INSULATION I X co ^AA _ I I I I I I U ro I 0 G.G. VERIFY FOR i L R38 CEILING INSULATION SCALE: 1/8" - I'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) R415ED SAND FIN15H TEXTURED BANDING _ NOTE: z THIS DETAIL SHOWS THE TYPICAL THICKNESS oOF ALL RAISED TEXTURED FINISH BANDING -� AND SAND FINISHED KEYSTONES (WHERE x > APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT * * * * * * * * INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" REQUIREMENTS FOR ROOF PITCHES LE55 THAN 4:12 * * * * * CLEAR OPENING NEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW Is LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.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 FB.C.R - 5TH EDITION (2014) 83122 T.O.M. _ FINISH FLOOR LINE 40'-D" (VERIFY W/ TRUSS MANUF.) 12 12 6� Q6 ROOF TRUSSES AT 24" D.C. (TYPICAL) a 2.96 12 BR FS BR.3 m m m IJ— SECTION AA. SCALE: I/8" - I'-0" 12 Q6 12 6� LSNINGLE/ ROOF`S 12 6 T.cr1, G TEXTUREa e G TEXTURED FINISH 7 � FIN15H 7 FINISH FLOOR LINE _ G IN RADE LINE-/ (ASSUMED) X co I EST. 1994 - U ro 0 -10 J KNEE o cq C', ALL 0 r I Ll Lo 7JN o LL 00 . • 20-,.,1 T O 0mc0 3�Ellis 0O KNEE I �ulO0n I WALL I� �+ I jj SADDLE I W I I I I i II I II I I II I II I I IL_ _r_� II II I ------------ 1-0 L----------- -------------� TYP. OVERHANG R�q AT NIP cc REFER TO COVER SHEET GENERAL NOTES FOR ROOFDi AM ROOFING UNDERLAYMENT SCALE: 1/8" - I'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) R415ED SAND FIN15H TEXTURED BANDING _ NOTE: z THIS DETAIL SHOWS THE TYPICAL THICKNESS oOF ALL RAISED TEXTURED FINISH BANDING -� AND SAND FINISHED KEYSTONES (WHERE x > APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT * * * * * * * * INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" REQUIREMENTS FOR ROOF PITCHES LE55 THAN 4:12 * * * * * CLEAR OPENING NEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW Is LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.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 FB.C.R - 5TH EDITION (2014) 83122 T.O.M. _ FINISH FLOOR LINE 40'-D" (VERIFY W/ TRUSS MANUF.) 12 12 6� Q6 ROOF TRUSSES AT 24" D.C. (TYPICAL) a 2.96 12 BR FS BR.3 m m m IJ— SECTION AA. SCALE: I/8" - I'-0" 12 Q6 12 6� LSNINGLE/ ROOF`S 12 6 T.cr1, G TEXTUREa e G TEXTURED FINISH 7 � FIN15H 7 FINISH FLOOR LINE _ G IN RADE LINE-/ (ASSUMED) LEFT E LE VIA I lO N Lu SCALE: 1/8" = 14" V) Z. Z LucoU C ,.J LLL °```011111111►/j00 `�® ��e/oeNeoeo�o ® Imo i ch s a co 2 A ^` o e Q 12 e 12 SHINGLE ROOF T.C7M. TEXTURED - r' Nr FINISH E'HE co a, FIN15H FLOOR LINE _ _ _ TEMP. _ FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: I/8" = I4" I I } ROOFLE Q 6 >m ZSNINGLE LSNINGLE 6 12 STUCCO ROOF FINISH ROOF :T,OM, T.O.M. _ T.O.M. 2' 0" TEXTUREDTEXTURED `A RETURN * * FIN15H 7 FIN15H 7 6' AT SIDES /l TEMP. /r 2055 ------ _ _ _ _ - - _ _ FINISH FLOOR LINE _ _FINISH FLOOR LINE_ FINISH FLOOR LINE GRADE LINE (ASSUMED) ap\�D1Nc TITLE RIGHT ELEVATION SIDE ELEVATIONS SANFOR® ROOF PLAN. SCALE: 1/8" = I'-0" A, BUILDING SECTION DETAILS • o #16 X33 • SHEE... T .".�...... • ELEVATION "NC - NEO CLASSICAL -1 I R? 11 GARAGE RIGHT X co 150 STATE STREET EAST OUXMAR, FWRMA 34677 813' . 97.5. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA e DENVER - EST. 1994 - U ro 0 -10 J o cq C', 0 r Lo 7JN o LL 00 . • 20-,.,1 T O 0mc0 3�Ellis 0O r' ;N o �ulO0n �+ Z520 LEFT E LE VIA I lO N Lu SCALE: 1/8" = 14" V) Z. Z LucoU C ,.J LLL °```011111111►/j00 `�® ��e/oeNeoeo�o ® Imo i ch s a co 2 A ^` o e Q 12 e 12 SHINGLE ROOF T.C7M. TEXTURED - r' Nr FINISH E'HE co a, FIN15H FLOOR LINE _ _ _ TEMP. _ FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: I/8" = I4" I I } ROOFLE Q 6 >m ZSNINGLE LSNINGLE 6 12 STUCCO ROOF FINISH ROOF :T,OM, T.O.M. _ T.O.M. 2' 0" TEXTUREDTEXTURED `A RETURN * * FIN15H 7 FIN15H 7 6' AT SIDES /l TEMP. /r 2055 ------ _ _ _ _ - - _ _ FINISH FLOOR LINE _ _FINISH FLOOR LINE_ FINISH FLOOR LINE GRADE LINE (ASSUMED) ap\�D1Nc TITLE RIGHT ELEVATION SIDE ELEVATIONS SANFOR® ROOF PLAN. SCALE: 1/8" = I'-0" A, BUILDING SECTION DETAILS • o #16 X33 • SHEE... T .".�...... • ELEVATION "NC - NEO CLASSICAL -1 I R? 11 GARAGE RIGHT DAVIS BEWS DESIGN GILOVP 150 STATE STREET EAST OUXMAR, FWRMA 34677 813' . 97.5. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA e DENVER - EST. 1994 - LEFT E LE VIA I lO N Lu SCALE: 1/8" = 14" V) Z. Z LucoU C ,.J LLL °```011111111►/j00 `�® ��e/oeNeoeo�o ® Imo i ch s a co 2 A ^` o e Q 12 e 12 SHINGLE ROOF T.C7M. TEXTURED - r' Nr FINISH E'HE co a, FIN15H FLOOR LINE _ _ _ TEMP. _ FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: I/8" = I4" I I } ROOFLE Q 6 >m ZSNINGLE LSNINGLE 6 12 STUCCO ROOF FINISH ROOF :T,OM, T.O.M. _ T.O.M. 2' 0" TEXTUREDTEXTURED `A RETURN * * FIN15H 7 FIN15H 7 6' AT SIDES /l TEMP. /r 2055 ------ _ _ _ _ - - _ _ FINISH FLOOR LINE _ _FINISH FLOOR LINE_ FINISH FLOOR LINE GRADE LINE (ASSUMED) ap\�D1Nc TITLE RIGHT ELEVATION SIDE ELEVATIONS SANFOR® ROOF PLAN. SCALE: 1/8" = I'-0" A, BUILDING SECTION DETAILS • o #16 X33 • SHEE... T .".�...... • ELEVATION "NC - NEO CLASSICAL -1 I R? 11 GARAGE RIGHT 1 1 Al 11111.1- 15/32 O.S.B. SHEATHING 2X4'S @ 16" O.C. BRG EXT WALL. BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z A A FLASHING TO EXTEND 36" FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND � 1 I 7/16" O.S.B. SHEATHING EXTERIOR FINISH SHOWN, PROVIDE 4" -1" BEAD OF 1 BUILDING WRAP BEYOND PER BUILDER CONST. ADHESIVE TO BE APPLIED 1 CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHING I FLASHING PROVIDE FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. I CEMENT PLASTER STOP BOOT AT POSTS LIQUID NAIL BRAND OR EQUAL 1 BUILDING WRAP TO GO OVER FLASHING I � 1 EXTERIOR FINISH I WATERPROOF MEMBRANE WATERPROOF MEMBRANE WATER PROOF CAULKING I i 1 PER BUILDER 1 X7/16" O.S.B. SHEATHING FLASHING. PROVIDE SELF ADHERED 1 FLASHING LAPPING DOWN OVER RIM JOIST i i USP HTAZo STRAP $" CMU BLOCK TYPICAL FLASHING AT PRECAST EA. JOIST MATERIAL PER ATIONS WITH APPROVED -RLAYMENT (REFER TO :R SHEET) ENGINEERED ROOF ;SES AT 24" O.C. ZICANE STRAP PER FRAMING PLAN BRG. HGT. DRIP EDGE :ASCIA =D ALUM. SOFFIT TH & EXT. FINISH )OW FLASHING AS REQ'D VINDOW TRIM )ER 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 I N G TEXTURED - -- - - - - CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING WALL C O\ E R I N �"�' 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH V V 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE (SEE DETAIL B 10" FOR OPTIONS) �gS\5 gP� 0 WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING FOLD P WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER SB6A�R�RI�ER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED /-FLASHING -\ WINDOW) , 2 i i i FLASHING 9-LrS-Fr1N`G==j DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE AND UP WALL BY 6" x _m 150 STATE STREET EAST WY AIL, FLORIDA 34677 813.'925. 1300 TEL. 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER 0 ar` ■r Lo 20 Uro to J N a, MNN O2 0 T d > PJM ���n oC00 FY 6. . fp or) �n Z�� 20" FLOOR WATERPROOF MEMBRANE TRUSS FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) i i 2X8 TRIM BOARD PRECAST LINTEL STUCCO "J" MOLD PROVIDE SELF ADHELRIM FLASHING 7/16" O.S.B. SHEATHING LAPPING DOWN OVEJOIST ° 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 TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH USP HTAZo STRAP $" CMU BLOCK TYPICAL FLASHING AT PRECAST EA. JOIST MATERIAL PER ATIONS WITH APPROVED -RLAYMENT (REFER TO :R SHEET) ENGINEERED ROOF ;SES AT 24" O.C. ZICANE STRAP PER FRAMING PLAN BRG. HGT. DRIP EDGE :ASCIA =D ALUM. SOFFIT TH & EXT. FINISH )OW FLASHING AS REQ'D VINDOW TRIM )ER 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 I N G TEXTURED - -- - - - - CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING WALL C O\ E R I N �"�' 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH V V 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE (SEE DETAIL B 10" FOR OPTIONS) �gS\5 gP� 0 WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING FOLD P WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER SB6A�R�RI�ER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED /-FLASHING -\ WINDOW) , 2 i i i FLASHING 9-LrS-Fr1N`G==j DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. uj D. M R703.2 WATER -RESISTIVE BARRIER .�. ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ic- 00 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ... ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 0 z ujci THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS -' THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND`�E� �®, u - in TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE `e® �`�••••.• Y , r EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. •`� Qr� R703.8 FLASHING _ APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT •� �' ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING #�•° " • • �`� COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR / �' P�r� FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT, COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V / 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 0 INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD Oc A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2055 6. AT WALL AND ROOF INTERSECTIONS. rrrin�rrrrmrrrrrun.rnrromrn gW�U�tic TITLE • 7. AT BUILT-IN GUTTERS. FLASHING OETAILs SANFORd - 10 ��'-4 16'231 Mumma FLASHING DETAILS x _m 150 STATE STREET EAST WY AIL, FLORIDA 34677 813.'925. 1300 TEL. 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER 0 ar` ■r Lo 20 Uro to J N a, MNN O2 0 T d > PJM ���n oC00 FY 6. . fp or) �n Z�� WITH SECTION R702.7 OF THE CODE. uj D. M R703.2 WATER -RESISTIVE BARRIER .�. ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ic- 00 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ... ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 0 z ujci THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS -' THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND`�E� �®, u - in TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE `e® �`�••••.• Y , r EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. •`� Qr� R703.8 FLASHING _ APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT •� �' ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING #�•° " • • �`� COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR / �' P�r� FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT, COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V / 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 0 INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD Oc A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2055 6. AT WALL AND ROOF INTERSECTIONS. rrrin�rrrrmrrrrrun.rnrromrn gW�U�tic TITLE • 7. AT BUILT-IN GUTTERS. FLASHING OETAILs SANFORd - 10 ��'-4 16'231 Mumma FLASHING DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST WY AIL, FLORIDA 34677 813.'925. 1300 TEL. 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 WITH SECTION R702.7 OF THE CODE. uj D. M R703.2 WATER -RESISTIVE BARRIER .�. ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ic- 00 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ... ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 0 z ujci THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS -' THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND`�E� �®, u - in TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE `e® �`�••••.• Y , r EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. •`� Qr� R703.8 FLASHING _ APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT •� �' ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING #�•° " • • �`� COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR / �' P�r� FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT, COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V / 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 0 INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD Oc A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2055 6. AT WALL AND ROOF INTERSECTIONS. rrrin�rrrrmrrrrrun.rnrromrn gW�U�tic TITLE • 7. AT BUILT-IN GUTTERS. FLASHING OETAILs SANFORd - 10 ��'-4 16'231 Mumma FLASHING DETAILS 5HEATHING TEXTURE FIN15H COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYER5 WRB WEEP 5CREED TE2 (NATE 5ELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.5, 5ELF ADHE5IVE FLA5HING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF AMLIEnE t CI AG•LJI*IP' e / / i DO NO'I FL QFl VVCII BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW MAI I LIUI ATLJI*In ASPHALT SEALANT: EXTEND MIN. 6" EMBED EACH SHINGLE IN A 2" EXTER. WALL FINISH LA OUTSIDE OF FLASHING ASPHALT BASED SPECIFIED ROOF CRICKET: H GALV. ACCORDANCE WITH ASTMC1063 SEALANT APPLIED BY PLAN MIN: 3:12 SLOPE (REQUIRED AT 611 j z VALLEY CENTERLINE ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP DIVERTER AND EXTENDING A METAL FLASHING ROOF z MM,6, ° ®® CAULKED ALL BUTT UNPERFORATED SHINGLES w z VERTICAL RISE OF �sro0) DRIP EDGE 04 Z"0 .- FLASHING AT KNEEWALL FASCIA WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. W SEAL TOPS OF JOISTS --� UNDER DECKING (SEE DETAIL WP07) — DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING V i i V SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED ASPHALT ADHESIVE 3/4'A" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) RELEASE PAPER SELF -ADHERED FLASHING, ro (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE BOTTOM OF FROM ADHESIVE AS SHOWN) THRESHOLD O p %� O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL PLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER / SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) GALV. MTL. FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH rr°• HOLD EXTERIOR .+ x"' FINISH 2" ABOVE "yfur.',';•''"• . ROOF FLASHING ;rFr° A 11, 11, A A e�..Y.''::J..:.. CAULKING J FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN 6" HIGH SPEC'S. DIVERTER FLASHING 6 GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL TEXTURED, PAINTED CRICKET AS EMBED EACH SHINGLE IN A 2" EXTER. WALL FINISH — ASPHALT BASED SPECIFIED ROOF CRICKET: H GALV. ACCORDANCE WITH ASTMC1063 SEALANT APPLIED BY PLAN MIN: 3:12 SLOPE (REQUIRED AT FLASHING CONT. CUT SHINGLES 2" BACK FROM BEHIND FLASHING VALLEY CENTERLINE ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP ~ AND EXTENDING A METAL LOCATIONS) AT ENTRY ROOF z MINIMUM OF 6" ABOVE ° ®® CAULKED ALL BUTT UNPERFORATED SHINGLES w z VERTICAL RISE OF �sro0) 04 Z"0 .- FLASHING AT KNEEWALL 6" X 18" H GALV. co `- L -47j-, Zr�v FLASHING CONT. N SEALANT ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAIL S UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES \ SHINGLE PER CONTRACT R,o& t Ty�F,�stiitic ?,. /L,c �'vsy o f 9 o �00 ,9y9 0�,� Z STDs O pER�yM�N� \ R ENDS Pp GE TYPICAL ROOF TO ���°(,TVA- 'ZNGuo? - uRSS 3R�GOU?,Sf,M�101 ?,\? WALL FLASHING DETAIL 2ND G 1St GG\ RAKE METAL 5' LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 1EAVES 4" 2 ° CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE FIGURE 4: VALLEY DETAIL USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 36" 111 011 8" 811 8" 811 111 SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / / CEMENT PLASTER OVER BLOCK IST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN CUT 2" DIAGONALLY OFF ACCORDANCE WITH ASTMC1063 UPPER CORNER OF BUILDING PAPER TRIMMED SHINGLE ABOVE ROOF CUT SHINGLES 2" BACK FROM 7/16" O.S.B. / VALLEY CENTERLINE REMOVE rs ALL INSIDE AND FIGURE 4: VALLEY DETAIL USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 36" 111 011 8" 811 8" 811 111 SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / / CEMENT PLASTER OVER BLOCK IST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER - 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER ABOVE ROOF 1/2" CEMENTITIOUS 7/16" O.S.B. / SHEATHING SHEATHING ' rs ALL INSIDE AND ~ KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" ° ®® CAULKED ALL BUTT UNPERFORATED nC0 VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED • • x ro MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 211 ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH rs ALL INSIDE AND L. > PJM C. OUTSIDE CORNER o WILL NEED TO BE MITER CUT AND 00 � � I• ° ®® CAULKED ALL BUTT JOINTS NEED TO BE ° EMBEDDED IN ®®®®p®®`®®. ®�°®• SEALANT USING ' VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED °p• BLOCK FLANGE 1/2" WEEP o°o SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL JOB NUMBER 26002.120 CAD FILE NAME LOT 7 ISSUED 06-06-16 REVISED 06-28-16 LLI • • x ro DAVIS BEWS DESIGN GROVP - I .xr00 U �0 to EST. 1994 (F ­ 0 _ �-0 2R0;' j `r0 .7 0 L. > PJM C. .. o � .J 00 � � I• O �. Does* nC0 �sro0) 04 Z"0 .- L -47j-, Zr�v JOB NUMBER 26002.120 CAD FILE NAME LOT 7 ISSUED 06-06-16 REVISED 06-28-16 SCALE: NOT TO SCALE ,itp 1 SELF -ADHERED FLASHING PATCH =D FLASHING 00 01 WALL PER PLAN J >m �IWO *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER I METAL FLASHING I I I 1%.f"L- V"L-L.L- I ATERIAL PER ONS WITH APPROVED L6" 5X5" NIC I AL t-LAZiNINU AYMENT (REFER TO w/TAR BETWEEN (� SHEET) FLASHING AND SHINGLES 3INEERED ROOF RUN KICKOUT FLASHING 6" S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO � WALL FLASHING DETAIL PLAN IEW SANFORD # 1 6 2 3 13 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASH DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. • SHEET • LLI tae: DAVIS BEWS DESIGN GROVP - I .xr00 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - EST. 1994 (F ­ SCALE: NOT TO SCALE ,itp 1 SELF -ADHERED FLASHING PATCH =D FLASHING 00 01 WALL PER PLAN J >m �IWO *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER I METAL FLASHING I I I 1%.f"L- V"L-L.L- I ATERIAL PER ONS WITH APPROVED L6" 5X5" NIC I AL t-LAZiNINU AYMENT (REFER TO w/TAR BETWEEN (� SHEET) FLASHING AND SHINGLES 3INEERED ROOF RUN KICKOUT FLASHING 6" S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO � WALL FLASHING DETAIL PLAN IEW SANFORD # 1 6 2 3 13 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASH DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. • SHEET • LLI tae: (� - I .xr00 V m 0`. ® z j `r0 ca 0 :2co .. o .J (q O �. Does* SCALE: NOT TO SCALE ,itp 1 SELF -ADHERED FLASHING PATCH =D FLASHING 00 01 WALL PER PLAN J >m �IWO *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER I METAL FLASHING I I I 1%.f"L- V"L-L.L- I ATERIAL PER ONS WITH APPROVED L6" 5X5" NIC I AL t-LAZiNINU AYMENT (REFER TO w/TAR BETWEEN (� SHEET) FLASHING AND SHINGLES 3INEERED ROOF RUN KICKOUT FLASHING 6" S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO � WALL FLASHING DETAIL PLAN IEW SANFORD # 1 6 2 3 13 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASH DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. • SHEET • ELECTfRICAL KED DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET Oixl GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP06E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE +p. C LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c(, ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE., 14" (UNLESS ABV COUNTERTOP) TELEVISION.. J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED IGF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAYING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 6. 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. MICROWAVE OUTLET +14" y 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARED y 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX VWVW.DAVISBEW&COM TAMPA • DENVER TYP. h4 AND 012 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL h0 COPPER TO WATER HEATER UNDER 3ROUND +8 COPPER TO RANG SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED �I/0N0M TO FOOTIN<s STEEL ELECTRICAL RISER DIAGRAM NOTE: > JM j. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ELECTfRICAL KED DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET Oixl GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP06E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE +p. C LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c(, ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE., 14" (UNLESS ABV COUNTERTOP) TELEVISION.. J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED IGF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAYING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 6. 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. MICROWAVE OUTLET +14" y y y y ELEC. METER W.P. / GF.I. FOR T.U.G. SERVICE COACH COACH LIGHTING LIGHTING SANFORI #162313 ELECTRICAL PLAN. GARAGE RIGHT urrmiirirrrrrrnimorrurru.�rom • JOB NUMBER 26002.120 • CAD FILE NAME LOT 7 ISSUED 06-06-16 REVISED 06-28-16 x ro DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX VWVW.DAVISBEW&COM TAMPA • DENVER o 0 � N ' �I/0N0M 6 > JM j. Lo m • 0 0 0 0 0 L 0 8) c', r0 �Wi 0 0 Z��� urrmiirirrrrrrnimorrurru.�rom • JOB NUMBER 26002.120 • CAD FILE NAME LOT 7 ISSUED 06-06-16 REVISED 06-28-16 2055 ri ILE ELECTRICAL PLAN DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX VWVW.DAVISBEW&COM TAMPA • DENVER EST. 1994 2055 ri ILE ELECTRICAL PLAN DETAILS 1 Al_1L LL 11 It IIL -II GENERAL NOTES METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD #5 25" IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 30" FOUNDATIONS METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES MIN PAST BOTTOM CHORD. OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. MINIMUM BEARING CAPACITY 2000 PSF 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR G50 zlNc coarlNc 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TERMITE TREATMENT 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. DRILL A 3 4 DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT MAY BE USED, 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY BY IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. CAST IN PLACE CONCRETE 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS 100 PRESSURE TREATED WOOD. FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS PREFABRICATED WOOD TRUSSES APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY DIAMETERS(EXCLUDING BEND). CONFORMING TO ASTM A-615 GRADE 40. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. 2. STRAPS/CONNECTOR SUBSTITUTION 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6XW1.4XW1.4 INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE GREATER UPLIFT &LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE STRUCTURAL PLANS FOR MORE INFO. 3. STAIR CONSTRUCTION REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BE USED FOR RISERS & TREADS ILO 2x12'S 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BY COMPONENTS AND CLADDING METHOD U.N.NO. BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST 4. METAL STUD SUBSTITUTION BEND AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND EDITION OF ANSI TPI 1. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS AT EACH END SHALL BE PROVIDED. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQ'D BY TRUSS MANU. U.N.O. 5. OMITTED J -BOLT 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF STRUCTURAL STEEL INF RC EMENT SHALL SUPPORTED IN PLACE FROM THE 7. SLAB ON GRADE, REINFORCEMENT TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, CENTER TO UPPER THE SLAB. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: BOLTS AND THREADED RODS TRUSS DESIGN LOADS : ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TOP CHORD: Lr = 16 PSF A36 Fy=36 KSI. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER OL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL 2. USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION , AS DEFINED BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, DL = 14 PSF (TRUSS OVERBUILD) IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH BOTTOM CHORD: DL = 5 PSF PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 ASTM A 153. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE MINIMUM FLOOR DESIGN LIVE LOADS: THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL 3. PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM MASONRY W COUCTION C) DECKS = 40 PSF A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, D) STAIRS = 40 PSF SHOP DRAWINGS TBE PROVIDED TO ENGINEER OF RECORD BEFORE R FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %s UNO. 2000 PSI (f'm = 1900 PSI) MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 B) BALCONIES = 15 PSF INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GENERAL LOADING: MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE ATTIC WITHOUT STORAGE = 10 PSF 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED OF 3 8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. / ATTIC WITH LIMITED STORAGE = 20 PSF BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE 5. VERT. REINF. SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF PROTECTION. COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN THE GUARDRAILS IN -FILL COMPONENTS = 50 PSF 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP & BOTTOM & -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. AT A MAX. SPACING OF 8'-0" U.N.O. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 7. REINFORCING STEEL SHALL BE LAPPED PER TABLE BELOW U.N.O. ON DRAWINGS. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING REBAR SIZE MIN. LAP SPLICE LENGTH #5 25" #6 30" #7 35" -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD 0 ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS 0 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES 0 HIP CORNERS REQ. MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EA. END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN 0 10'-0" MAX AND EQUALLY 8. HOOKS AT THE TOP &BOTTOM OF VERT. REINF. BARS TO BOND COURSE & SPACED FROM END OF TRUSS. X BRACING TO START 20 -0 MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND PLANE PERMANENT BRACING REQUIREMENTS. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TO TRUSS SPAN AT 15'-0"O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" 11. PROVIDE GROUT STOPS BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP MIN PAST BOTTOM CHORD. OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ON TRUSS SHOP DRAWINGS & BCSI-B3. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318 LATEST EDITION 5.11.1 TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE FILLED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS DRILL A 3 4 DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED 3. DESIGN PRESSURES CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE VERT, RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d WIND SPEED (ALLOWABLE) 108 mph CONSOLIDATION. NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOOD CONSTRUCTION DIAGONAL BRACING REQUIRED AT 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 (+) VALUE DENOTES PRESSURE 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 WWALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 10 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 1. OMITTED REBAR 20 REGARDLESS OF SPECIES. U.N.O. ON FRAMING PLANS OR DETAILS DRILL A 3 4 DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS 100 SUPPORTS OF A BUILDING OR OTHER STRUCTURE & ARE EXPOSED TO WEATHER FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO & NOT PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S GARAGE DOORS TREATED w/ PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. PRESERVATIVE -TREATED WOOD. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 5. ALL LUMBER SPECKED ON DRAWING ARE INTENDED FOR DRY USE ONLY (MOISTURE DIAMETERS(EXCLUDING BEND). WIND PRESSURE/ SUCTION CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING & FIRE SAFETY SYSTEMS ARE THE 2. STRAPS/CONNECTOR SUBSTITUTION 5 5 RESPONSIBILITY OF THE CONTRACTOR & TO BE DESIGNED AND DETAILED BY OTHERS. MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER GREATER UPLIFT &LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. WIND PRESSURES. 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD 3. STAIR CONSTRUCTION 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SHOES, TYP U.N.O. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY 7. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE BE USED FOR RISERS & TREADS ILO 2x12'S R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION TO STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE TYPE OF 4. METAL STUD SUBSTITUTION WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR 5. OMITTED J -BOLT STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO" DRILL &EPDXY w/ SIMPSON SET EPDXY 0 5 MIN EMBED. BE PRESSURE TREATED. -1/2"W' SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. USED ILO 1/2" J -BOLT. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W/OUT WOODEN TOP PLATES. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 10. SEE PLAN FOR STUD PACK & BEAM NAILING PATTERNS 7. MORTAR JOINTS ENGINEERED LUMBER -FOR BED JOINTS 1/2" TO I", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. ALL ENG. LUMBER IS TO HAVE THE MIN. DESIGN VALUES BELOW: REINF. REQUIRED) COLUMNS E = 1,800,000 lbins U.N.O. BEAMS STUDS /in' E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. Fb = 2500 Fb = 3000 Fb = 2200 ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS Ft = 1500 Ft = 1700 Ft = 1500 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE Fc II= 3000 SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE Fc 3000 Fc 2100 Fc - 900 II �I- - Fc 1. 900 Fc 1 = 450 EPDXIED INTO TIE BEAM OR FOOTING ,�. = 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE Fv = 285 Fv = 285 Fv _ 150 (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 9. OVERHANGING CMU WALL CONDITION U.N.O. -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND CEILING CONSTRUCTION VERTICAL CELLS PER PLAN. 1. USE ��1 2 CEILINGSAG RESISTANT BOARD FOR 24"O.C. FRAMING U.N.O. 'Y' -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE 2. 5/8 TYPEGYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND LIVING SPACE IS ABOVE THE GARAGE. VERTICAL CELLS PER PLAN UNDER STAIR PROTECTION -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE RECORD FOR APPLICABLE REPAIRS. & ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE w/ 1/2"(12.7MM) GYP. B.D. 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 EFFECTIVE WIND WIND PRESSURE AND SUCTION (PSF) AREA (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION AREA '---T+)21.2 10 + 21.2 - 22.9 -)28.3 20 (+)20.2 + 20.2 - 22.0 (-)26.4 (+)19.0 + 19.0 50 (-)20.8 - 23.9 100 + 18.0 (+)18.0 - 19.8 H22.0 GARAGE DOORS 9'-O" x 7'-0" 16'-0" x 7'-0" + 18.4 + 17.7 - 20.9 - 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 c� 5 5 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 3OFT 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 INDEX OF DRAWINGS D SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN Z S4 ROOF FRAMING PLAN 90 S4.1 NOTES & CONNECTOR LEGEND S5 LINTEL PLAN CO SD1 FOUNDATION DETAILS 0 SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS w u.i M ,o�ortllr �at�t��d11. a S' '•• �/j ', J Z O 0= J_ p MASTER UPDATESV . Q Low Q , y �p 4: 00: z Z .�� yQ 0 NUMBER DATE DESCRIPTION INTIAL���`'~ m U - CREATED ELEV. FC, NC, ME, & NCM w/ GARAGE OPTIONS, OPT BED 4 1 5/7/2015 AND MINOR OPTIONS EA O • w0 'hof U �3 0 J Z r� m U c 0 ,.1 0 Z 4 o Z�9�51 U vJ W z 0 WJ' r- o Irl zO. N z � E ch , cn _j o) 3 U, S Q � _ LL d 0 1-0000- li J < 0 Z a. a: S m Z Z �(0wui E Z z ¢NZZ c� 0 x LO Q :or U N � u- W S Z 1� O F- OZO [L,~W OLop 04 c� Ow Z }. 0 Q w P2P CL STRUCTURALENG BED _........._. ------ ------ DRAFTING: STRUCT: TNT QC CHECK: CC JOB No. TM - 2152438 SANFORD SCALE: AS INDICATED Q�Og R7rn�`a� DATE: 06/23/2016 #16-233 si An- n" FOUNDATION NOTES: COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS Ll! THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 r \ v 1. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE F— PSF. 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO LAPPED MIN. 6" AND SEALED: 0 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE pp..,, �j�y �Idl M STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND O ca a d°��,��d'''' N FOOTING SIZES PENDING DEPTH OF STEMWALL U 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE • T FOOTING SCHEDULE pq MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON O Z o COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER 4 O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (2) 0 MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT BARS & 3" MIN. COVER TO EDGE OF CONC. 9tiS1� U O24 x24 x12 dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. c Z CODE EDITION. BARS & 3" MIN. COVER TO EDGE OF CONC. rn 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM 0 BARS & 3" MIN. COVER TO EDGE OF CONC. ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. LAP SPLICES SHALL BE NO LESS THAN 25". BARS &3" MIN. COVER TO EDGE OF CONC. 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z GGG z BARS & 3 MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. RECESSING DOOR SILLS, 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. BARS & 3" MIN. COVER TO EDGE OF CONC. o ^J^ W W 0Iz 4211x42"x12" dp w/ #5's EQUALLY SPACED EA. rn o 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE z 06 U)- M E BARS & 3" MIN. COVER TO EDGE OF CONC. dp #5's EQUALLY SPACED EA. S Q r 8 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) x48 x12 w/ Z U 0 o 4O48 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U BARS & 3" MIN. COVER TO EDGE OF CONC. J r` (n � z o 54"44"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR - W <C O O 0 P Z USE ALTERNATE APPROVED METHOD. Q Q Q Q z O o 0 a O60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY C 0 w N COMMUNITY & COUNTY CODES. LLUN¢ SYMBOLS LEGEND -114 J � 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL LL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. � AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION TO TIE (BEAM (8'-0" O.C. MAX U.N.O.). I w • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. INSTRUCTIONS. p,q TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. — 9. NO WOOD STAKES PERMITTED IN FOUNDATION. A v W #5 CONT. FT.G TO TIE BEAM. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED V DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO 11 DETERMINE STEP LOCATIONS IF REQUIRED Z 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARDA W co FOOTING STEP DOWN AND CORNER INFORMATION. 0.I `��e1�1194�////'� ®,�<� .jl !� j� a11, 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE p� 00 �� •+ •••ae••o••• �A- ��'t c-� Y . SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH q q 1 C4 •-•Y/��;, �0 J Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 02 : O 0% Q U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER V LL• Q -j COMPACTION`. 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS uj 0 O FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE •• PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL `vim Q °• ~ CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO•••° O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.LL ocY oLoo SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 r \ v PSF. 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO �p DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE pp..,, �j�y �Idl M STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND O ca a d°��,��d'''' N FOOTING SIZES PENDING DEPTH OF STEMWALL U C) • T FOOTING SCHEDULE pq u O Z o dp w/ #5's EQUALLY SPACED EA MIN # 5 E.W. 4 O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (2) 0 BARS & 3" MIN. COVER TO EDGE OF CONC. 9tiS1� U O24 x24 x12 dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. c Z BARS & 3" MIN. COVER TO EDGE OF CONC. rn 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. z 0 BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS &3" MIN. COVER TO EDGE OF CONC. O32"x32"x12" dp w/ #5's EQUALLY SPACED EA 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. GGG z BARS & 3 MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. o ^J^ W W 0Iz 4211x42"x12" dp w/ #5's EQUALLY SPACED EA. rn o 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z 06 U)- M E BARS & 3" MIN. COVER TO EDGE OF CONC. dp #5's EQUALLY SPACED EA. S Q r 8 x48 x12 w/ Z U 0 o 4O48 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 0 0 U) z BARS & 3" MIN. COVER TO EDGE OF CONC. J r` (n � z o 54"44"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. - W <C O O 0 P Z � LU z o BARS & 3 MIN. COVER TO EDGE OF CONC. Q Q Q z O o 0 a O60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z 0 w N BARS & 3" MIN. COVER TO EDGE OF CONC. LLUN¢ SYMBOLS LEGEND -114 J � Z o LL J ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. � TO TIE (BEAM (8'-0" O.C. MAX U.N.O.). I w • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. V 11 Z zti Z 00 A O ZJ cj)�w a ocY oLoo � C4 ce. m U J Z map _ STRUCTURAL ENG: BED DRAFTING: wILDIVC STRUCT TNT QC CHECK: CC SANFORD JOB No. -- --- -.. TM- 2152438 ©F�Af3TM�r, SCALE. AS INDICATED DATE: 06/23/2016 FOUNDATION PLAN- #, 6 - 2 3 13 1_ 11 1/4"=1 0 S2 00 cD 00 to Oo zo Oo rn 0 i' - 0D Z-) 0 ti F- 11 L -_LII 1 : I t L III 2'-411 7'-0" 16-0" 2'-4" 0 M bo SYMBOLS LEGEND LLI ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM (8'-0" O.C. MAX U.N.O.). r) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. t INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. z #5 CONT. FT.G TO TIE BEAM. O � U w a w 0 S W ago Noll III filw., NW * •e.�p, o° y �►�`` o�•v ••'°�i 000 �,�,.• °o W o COO� bee% i J Z W1-u ��,� U -,Y Q t= si�i Q 0: O :..a LLI a • •e Qe•e ,� �► i, Z 0 e•e e•� ,o �:C �- O 0 �s�e��Nie► ®� m u 0 w co o" "i �IdjL N U Z U p o O4 4= U l� o Z y� o O �� Q a Z O W � r- �i J ~ O'' O a c 6 N P 06 W Z H M -O z - u- U Ol Z QF - 0 I"' u� w Z Q O O : f-ww cc J cc U) � Z Z Qc�Zoz E 0 Q0._ Q W N J I- LL J 0 Op ��F- UJI Lu Z Z zF-O �a O Q ..J W � OCY OLoA � C-4 U p -i z O Q0= w I DOWEL LAYOUT PLAN S3 +/4=1-0pi6-2313 STRUCTURAL ENG: BED DRAFTING: -STRUCT: TNT QC CHECK: CC JOB No. TM - 2152438 nAtpa,),�b SCALE: AS INDICATED DATE: 06/23/2016 DOWEL LAYOUT PLAN S3 +/4=1-0pi6-2313 Oy J01 J02 J03 J04 R27 R27 R27 R27 R27 R28 R29 R30 J02 J01 0 SIM.- TOENAIL VALLEY TRUSS TO EA. R11 TRUSS USING (3) 16d NAILS WALL LEGEND LLJQ = 8'-0" T.O.M. 0 = 9'-4" T.O.M. = 12'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. Z O U a Q 0 W uj �t 00 �•,e.as••• �Al ar W �d'� ••• %,'i J Z co d o � c W U•� pr Q L 0 w l �O �C yJr��l N U �3 0 0 O Z e� U o 0 U.H SSG a) cry z �y� 0 0 Q� a z O < x J w -� o o 0, w0u E Q z cn"� 8 z z o °o�� _ F— cn ? a J wiz C)8 a 0, � v U) z F-u)ww c ZZ< -;pzE o moo= NJ W O U w ¢ O �0 W W D Z 11 Z O ra 0 Q J a O 0 m - p -JZLLj ---- w -- y, a p O ao_ STRUCTURAL ENG: BED -- — ---- -- — -.- _ ....------ DRAFTING: STRUCT: TNT r,v-'DNC QC CHECK CC QUO JOB No. TM -2152438 ROOF FRAMING PLAN SAIF SCALE: -- -- AS INDICATED- O� NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR PAR DATE: 06/23/2016 #1 6 - 2 3 13 R LEGEND S4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIESCAP. Of) 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 plf MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif 3rd. 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 plf MID -SPAN BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160p If 3rd. PT. 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 BWg 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 535 600 El7 (3) 12d (3) 12d NO 1000 BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If P 1 3rd. PT. STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTION -S 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 w/in BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. 1' 111 III 1 1 ' LI I .__I' � I _ - t I I I III IL. I, I I COLUMN SCHEDULE ;.;(2)2X4 STANDARD NAIL SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(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 HO (3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN OK (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. OR 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. 7O 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN 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 & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS &8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22„ 10d .148" x 3" 12d .148" x 34' 16d .162" x 31' 8d RING SHANK .113" x 2$" 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 VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24' 1 META20 w/(7) 10d x 12' NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5x11.25 (2)2x12 #2 SYP HTS20 w/(24)10d x 12' NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING (2)HTS20 w/(24)10d x 12" NAILS TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 6] H2.5A w/(10)8d FRAME TO FRAME 535 600 El7 MTS12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 TO POST: SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & OZ -'i MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5" EMBEDMENT NAILS & (18)4'x2z' TAPCONS co 0 ❑9 HTT4 w/(18)16d x 22 NAILS & EPDXY ANCHOR w/SIMP. 8 FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). (10) 10d NAILS 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 NAILS & (18)4'x24" TAPCONS EPDXY MIN. 5" EMBEDMENT SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE ON MASONRY: SIMP. META16 N m 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET 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 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 ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH -STRUCT: TNT w ' EPDXY ANCHOR w/SIMP. HTT4 w/(18) 16d x 2z' NAILSa DIMENSTIONS NOT SHOWN HERE. ____ 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 SANFORD 3 (1*)#10x12" SD SCREWS INSTEAD PF NAILS -__-- DATE: 06/23/2016 qG # 1 IJV 2 3 1 F� (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFTA810 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 5351bs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 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 IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 Lu _ Z TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24' H2x10 PLATE TAPCONS ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4"x24" TAPCONS 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d TRUSS DESIGN. NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 Z�O TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & OZ -'i (10) 10d NAILS 83.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x2z' TAPCONS co 0 ON MASONRY: SIMP. META16 FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION� TO POST: SIMP. HTS20 OR LSTA18 O TO BEAM: SIMP. HUC410 w/(18)16d & PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d p '� NAILS & (18)4'x24" TAPCONS SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE ON MASONRY: SIMP. META16 N m TO POST: (2) SIMP. HTS20 OR LSTA18 EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. 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 LLI Lu moo TO POST: (2) SIMP. HTS20 OR LSTA18 NOTES: No ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL 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) Lu _ Z 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/z" FLITCH PLAT ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) FLOOR FRAMING NOTES 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 16d NAILS H3x12 1 (3) 2x12 #2 SYP w/ 2 FLITCH ATTACH KING STUD TO HEADER w/(10) 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 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. O CLU W " W � Q I 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 w 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 w ai PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. !��llilil'i a OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO�oj'� uj 00 CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP ' ��®o,•°•„� wy� �i, � z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW �e •••° °••® �j i� 1:AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE ®• .0""`a Q U PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS CIDLLp A.2 C SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR C Z 0_ TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS Z O z- + Q D' NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF ;•a O e: >- O CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS �'' •°°••,• °r., �� ``� coLLJ LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. • a�1� 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE fill ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED O AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2,FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE z TRUSS MANUFACTURERS LAYOUT o ° -- STOP ----z E AND CALL THE ENGINEER OF RECORD PRIOR TO rr ll PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: 0 ROOFS: a Q m 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. INFIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR LL TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE Z SPACED NO MORE THAN 24" O.C. 9 � _ (9 GABLE ENDS: x U w ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.o W 0 1:6N AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL 6" O.C. ALL OTHER 7 06 u z � E EDGES AND 6" IN FIELD. z BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. r (Da 0 u_0 �' m L Z Z U �co o EXTERIOR WALLS: W = co o o a f sB SEE WF10/SD4 FOR MORE INFO. O U) p = 2 W iii o U V Z Q ¢�Zo E NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. C) o ui a a ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 8d RING OR SPIRAL SHANK, Aa. ••j HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE W / /� Z U- U N EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY W TREATED WOOD SHP.LL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL I-- L. NOTES & CONNECTORGEND S4.1 BE IN ACCORDANCE WITH ASTM A 153. W O APA SHEATHING NOTE: 24/16 REQUIRES BLOCKING Lu _ Z SPAN RATED SHEATHING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES ID GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF Z LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR Z ti TRUSS DESIGN. Z�O OZ -'i NAILING SCHEDULE � Lu co 0 1 FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION� O PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). O O NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL p '� SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE N m EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. U O J Z LLI Lu moo NOTES: No Q 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. STRUCTURAL ENG: BED --- -- -- -.. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND DRAFTING: ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH -STRUCT: TNT DIMENSTIONS NOT SHOWN HERE. ____ QC CHECK: CC JOB No. TM -2152438 �UICD/iy� SANFORD 3 SCALE: AS INDICATED -__-- DATE: 06/23/2016 qG # 1 IJV 2 3 1 F� NOTES & CONNECTORGEND S4.1 CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN ° THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D 4 ° WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL ° PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) TYPICAL TRUSS ANCHOR PER PLAN SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS . A. 'a 416/4 CORNER AS REQ'D INDICATED IN " ° e • : 21/2 5 5/8 PROVIDE SCREEN WHEN BLOCK BELOW (1) #5 DIA. REBAR I. A a A LINTEL, #5 TO BE � ... 10" HOOK IS NOT REQUIRED TO BE FILLED I d O U HOOKED INTO 151/2 30 #6 STANDARD 90 DEGREE HOOK += 14 ON EITHER SIDE U.N.O. SIDE VERTICALS ' 181/2 - #7 1 43/8 9 13/16 °.: 35 51/4 1913/16 42 L44" ` e ° (2) 2X8 WOOD HEADER TYP BOND BEAM 8" x 8" x 16" K.O. z a w a _O w z O .d °•' •� °•° I .. a e.e •4 GRADE 60 ° BEND 0 ''� •' LAP SPLICE •°i 4 ° °• . NO �.�°�• °' e �� 'e �. ° L SEGMENT w BED LINTEL BLOCK FILL w/ 3000 psi CONC. w/ e 4 .' a' ° 418/4 . A. 'a 416/4 9' 1/4 '4. a " ° e • : 21/2 5 5/8 91/2 (1) #5 DIA. REBAR I. A a A 74. ' .• °, °d, d a •I. ... / SEE WF01/SD3 FOR \ I d O U MORE INFO 151/2 30 #6 :..• += 14 ON EITHER SIDE U.N.O. :; 1 181/2 - #7 1 43/8 9 13/16 16 1/2 35 51/4 1913/16 42 L44" ` e ••J (2) 2X8 WOOD HEADER >.:. '•; r..; q°a��.�e • z w a. BOTTOM STEEL IN LINTEL IFLuCD . ' ' MASONRY WALL W/ DOOR OR WINDOW OPENING ; '; •• ; :� :... SIMPSON HUS26 HANGER ° ° INDICATE - SHOULD HOOK @ EA. END. W/ (6) 3/16" Ox " 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. ° INTO VERTICAL CELLS a .:�, d', 2ND PLY TO 1ST PLY W/ n °° e ' •_, 10d STAGGERED @ 6" O.C. ROUGH OPENING PER PLAN — — a STD. 90 DEGREE ANGLE 3000 psi a dJA CONC. w/ (1) #5 DIA. REBAR 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE a° ° I• MD08/S5 FOR LAP INFO. •° d I SEE PLAN FOR TOP OF WALL AND LINTEL INFO " GRADE 60 ° BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH °• . NO -SHEAR WALL T OPENING LINTEL PER PLAN TYPI AL SHEAR WA L SEGMENT STRUCTURAL ENG: BED TRANSOM OPENING e 4 #3 ' 418/4 G A. 'a 416/4 9' 1/4 8 FRAME INFILL AROUI'NB� 21/2 5 5/8 91/2 20 I. A a ��... SEE FOUNDATION 24 ... / SEE WF01/SD3 FOR \ 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE a° ° I• MD08/S5 FOR LAP INFO. •° d PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT q'• : d • SEE FOUNDATION FOR FOOTING I SEE PLAN FOR TOP OF WALL AND LINTEL INFO " GRADE 60 ° BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH °• . NO -SHEAR WALL T OPENING LINTEL PER PLAN TYPI AL SHEAR WA L SEGMENT STRUCTURAL ENG: BED TRANSOM OPENING e 4 #3 ' 418/4 G 2'1/4 PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT q'• : d • SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION I SEE PLAN FOR TOP OF WALL AND LINTEL INFO " GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH •O d '' ` LINTEL PER PLAN :Al' „7" "D11 STRUCTURAL ENG: BED TRANSOM OPENING e'44 #3 ' 418/4 -STRUCT: 2'1/4 416/4 9' 1/4 8 FRAME INFILL AROUI'NB� 21/2 5 5/8 91/2 20 I. A a ��... SEE FOUNDATION 24 ... / SEE WF01/SD3 FOR \ �' ' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 25 33/4 MORE INFO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO " GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE '' ` LINTEL PER PLAN „7" "D11 STRUCTURAL ENG: BED TRANSOM OPENING ` #3 ' 418/4 -STRUCT: 2'1/4 416/4 9' 1/4 8 FRAME INFILL AROUI'NB� 21/2 5 5/8 91/2 20 WINDOW BY BUILDER ��... SEE FOUNDATION 24 ... / SEE WF01/SD3 FOR \ �' ' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 25 33/4 MORE INFO 151/2 30 #6 :..• 81/16 14 ON EITHER SIDE U.N.O. :; ` 181/2 36 #7 1 43/8 9 13/16 16 1/2 35 51/4 1913/16 213/4 42 L44" ` ••J (2) 2X8 WOOD HEADER >.:. '•; r..; TURNED SIDEWAYS. *" FIRST PLY 2X8 TO • . ' ' MASONRY WALL W/ DOOR OR WINDOW OPENING ; '; •• ; :� :... SIMPSON HUS26 HANGER MAX. OPENING 6 FT @ EA. END. W/ (6) 3/16" Ox " 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE „ „7" "D11 STRUCTURAL ENG: BED , , #3 17/8 418/4 -STRUCT: 2'1/4 416/4 9' 1/4 8 #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 1 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 1 43/8 9 13/16 16 1/2 35 51/4 1913/16 213/4 42 ° ° A. ` e e: 4 P °' ° C e + t - '1 a °d ej d ° LAP SPLICE EMBEDDED STANDARD 90° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = l'-0" L STANDARD 180° HOOK #3=2%" #4=2Y" #5=2Y" #6=3" #7=3Y2' LO 20'-8" 9'-6" O O 00ocjD PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS H STANDARD LINTELS STANDARD LINTEL NOTES o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1 B / 8F24 -OB 8F32-1 B / 8F32 -OB V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974 / 8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. - - -- ---- --- -_ -- 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4- LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. z 6-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD pp 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE ISQ 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. �w 9'4" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY (n 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Q 11'-2" 255 4711352 1075/1075 1838/1567 2883/2003 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL o 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16-0 0 284/0 950/0 1379/0 1997/0 MATERIALS A pia ------ 181-01,0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL W 20'-0" 0 1 180/0 1 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 1 145/0 1 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 1 11010 1 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-OB 8R22-1B/8R22-OB STRENGTH = 1900 PSL �A w m 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE �• a®`et1'►l���iree®�� a 00 2'-8" 1425/1425 3343/3280 4933 / 4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. •(� *'��' LLi `f" Noaob+o O� Y O 3'-0" 1230/1230 2769/2769 4085 / 4085 �e� �.••° •+o+ 7/j moi, ® J z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULEQ•�" Q ci 4'-4" 846/833 2121/1716 3127/2839 4 F =FILLED WITH GROUT / w `� 0 ©� 0 ¢ 5' " 864 / 572 1761 / 1761 2595 / 2595 MARK LINTEL v : a. w o 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U = UNFILLED R = RECESSED 0: z 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ t+ 0 O " 415 / 235 1152 / 1152 1694 / 1552 O 8RF6-1 B/1T LL 8-4 BOTTOM OF LINTEL CAVITY •.++. ++ ` 5� ��` m 8F16-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. CO 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH 0 OTYPE DESIGNATION 8RF14-OB/1T w �a E P.si O r1y cn 0 8F16-OB/1T 1-1/2" CLEAR U s�3J o Oc 8F20-1 B/1 T O z H#5 REBAR AT TOP MIN. (1) REQ'D M ^ a 0O O" 8F20-OB/1T U -� d m ¢ � ° C.M.U. Z O 8RF22-16/1 T GROUTLO � l StiCs� '6 z #5 REBAR AT BOTTOM OF LINTEL �+ V Z G�ti U O 8F24-1B/1T iso CAVITY o L O 8RF22-OB/1T---+ BOTTOM REINFORCING PROVIDED o 0�� 7-5/8" ACTUAL IN LINTEL (VARIES) z ... OM 8" NOMINAL WIDTH o M 8F24-OB/1T � Q W - FILLED F i+, O 8RF30-1B/1T N P 8F32-16/17 1-1/2� CLEAR p 0 8RF30-OB/1T Q ui O0 _Z #5 REBAR AT TOP MIN. (1) REQ'D s 8F32 -OB/1T v _j U ¢ < C.M.U. c v O 8F38 -1 B/1 T g w � 'O Z 0( N O 8F12-1B/1T r" +� � Z' LL ,� BOTTOM REINFORCING PROVIDED z U o a( o N O 8F40 -0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) U) r w z_ `O O M w 8F8 -OB/1T R V ' 8" NOMINAL WIDTH � -� � � z � o � O J Z) ¢Oo�V� (0 w iii 0 O UNFILLED Z Q Q U Z o E R� W 0 O as O M SAFE LOAD TABLE NOTES i— N O �wN¢ 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED w J z O V = LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 SAFE LOADS FOR ALL O O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. �. F- 2. 0 = NOT RATED. f- 4 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W O � 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 10 = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U) ... ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0? CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF N SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11 Z _Z ~ z�° A °Z� F_ W 1 a O 0 � e4 U p -1z LINTEL PLAN w W n 16'-0" wx DATE: - 06/23/2016 X16 -Z313 S5 I ____j 0 0— CL STRUCTURAL ENG: BED DRAFTING: _ -- --- -STRUCT: TNT ING QC CHECK: CC °O JOB No. TM 2152438 SCALE: AS INDICATED wx DATE: - 06/23/2016 X16 -Z313 S5 I ____j (1) #5 FROM FTG. TO TIE BEAM SPLICE TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT �'� BE MIN. 25" GROUT a �F CELL SOLID CELL SOLID MASONRY WALL "� IMASONRY SEE PLAN WALL SEE PLAN w CONCRETE SLAB PER CONCRETE SLAB PER FOUNDATION PLAN�s FOUNDATION PLAN 7r7 ' VARIES SEE PLAN °' I' r— w 4m ° °a'e 00 .4 d° °a .I° co O _ e a . 4 ' o • GRADE — I ° ae 4 �' o . GRADE z � CO I fib• I_ n ° e .:I'.% Q 00 �I�II�—I .41wqI—�M II—III a., 4 = M O 2. (2) #5 BARS CONT.= I 73rc I (2) #5 BARS CONT. ' I I I`� CLEAN COMPACTED W/ 3" COVER TYP. V R CLEAN COMPACTED W/ 3" COVER TYP. 3' C V R FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY V-4"1'-4" DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS F0 TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" 3/4"=1'-01' OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN 'tzz OPTIONAL CURB BY "= BUILDER z CONC. SLAB PER 8"x12" THICKENED N COMPACTED p CLEAN COMPACTED CLEAN COMPACTED FILL @ 95% STANDARD U (2) #5 BARS CONT. w/ 3 g„ 8" FILL @ 95% STANDARD FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3 DENSITY gJ,� COVER TYP.; AT DENSITY COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE p BARS REQ'D & FTG TO DENSITY c�a BE 20" WIDE w NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING AFO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 3/4"=1'-0„ IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER FINISH PER ELEV. 3/4"=1'-0" ® 3/4"=1'-011 �`®e�tttlta�ir��s� UZI W w vi co 00 o Z PENETRATION FOR SIZE AND BASE 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING FW -- Q PIPE cn GRADE ��r ••••00000 o• ��®/„'' ¢� _ ' STEEL AT 2 STORY LOCATIONS PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE v PIPE VERTICAL THRU FDN _� ° ;' �—_ PVC SLEEVE MIN. �~ d� •�«• �i;' '"'f TOP COURSE TO BE J DIAMETER TO BE 2(I GARAGE a. REQ'D BELOW FILL @ 95% STANDARD MASONRY WALL .. � f 'I p o li► .. r LLj Q� „ d 4:. �' M MIN 4" SEE PLAN % ' Z° Q` p MIN. 24 BEFORE °r.' d CMU BASE w/ (1) #5 ;. SLAB PER (1) #5 CONT. w/ 1-1/2" i GARAGE WALL VERTICAL @ EACH U- ANOTHER STEP 0 FE 2 w iii - ,. a : BEYOND 4'01 SLOPE a .. CONC. SLAB PER (1) #5 FROM FTG. TO IDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER--" 2 I °. ° a .4 • aa - -- - - - O 0 .2 " DRIVEWAY BY SEE FOUNDATION FORa �, 4. " 1/4 FOUNDATION PLAN CONC. SLAB PER 4„- BUILDER- CONCRETE PAD SIZE ” ° OR PAVERS Z �..-0 .; a ° !'• ;, w CONCRETE SLAB PER w FOUNDATION PLAN CONC. SLAB OR7 " .4 W > w A d 4aa PAVERS PER PLAN ^ �.., d' 4 Nd.' .. vwi FOUNDATION PLAN w g z 2x PT SILL PLATE 2x P.T. SILL PLATE — t W LL _ ( III— —CLEAN COMPACTED ° d� �7 � j I— FILL @ 95% STANDARD ' ' a 4 $ dA' ° I, DENSITY _ -I a I ° Lam"�,'jM= K" g" 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED 4 a ,. d ' - ' EDGE w/ (1) #5 CONT. }.� a, d .. ••a :..: - FILL @ 95% STANDARD •�1< ° •4..°IF DENSITY F1 THICKENED EDGE @ GARAGE DOOR AN'k FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-011 11 ° I— --I I- .. I I —I I I 1 I I— —,II - II4 ... :. I--III co I o III—I I—�z �— z 4I _ -� a �—� 11 I II TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE Z PENETRATION --II Q Z Z H 1� 'VV///� PVC OR SCH40 SLEEVE D° . , - y W DID � 16" 8„ 8„ 0LO > c N COMPACTED p CLEAN COMPACTED CLEAN COMPACTED FILL @ 95% STANDARD U (2) #5 BARS CONT. w/ 3 g„ 8" FILL @ 95% STANDARD FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3 DENSITY gJ,� COVER TYP.; AT DENSITY COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE p BARS REQ'D & FTG TO DENSITY c�a BE 20" WIDE w NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING AFO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 3/4"=1'-0„ 8" CMU - 3/4"=V-0,. TOP (2) #5 x 4'-0" FINISH PER ELEV. 3/4"=1'-0" ® 3/4"=1'-011 �`®e�tttlta�ir��s� UZI W w vi co 00 o Z PENETRATION FOR SIZE AND BASE II —I PLAN I—III—III SEE FDN VERIFY W/ DETAILS FOR REQ'D PENETRATING VERIFY W/ DETAILS FOR REQ'D PIPE cn GRADE ��r ••••00000 o• ��®/„'' ¢� _ ' STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS Z (D v PIPE VERTICAL THRU FDN _� ° ;' �—_ PVC SLEEVE MIN. �~ d� •�«• �i;' '"'f TOP COURSE TO BE J DIAMETER TO BE 2(I GARAGE a. CLEAN COMPACTED w FILL @ 95% STANDARD MASONRY WALL .. � f 'I p o li► .. r LLj Q� „ d 4:. �' M SEE PLAN % ' Z° Q` p MIN. 24 BEFORE °r.' d CMU BASE w/ (1) #5 ' r�� �� o GARAGE WALL VERTICAL @ EACH U- ANOTHER STEP 0 FE 2 w iii - ,. a : BEYOND 4'01 SLOPE a .. CONC. SLAB PER (1) #5 FROM FTG. TO �,:• y co °. ° a .4 • aa 8„ a CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 4 r FOUNDATION PLAN TIE BEAM MIN. 25" •*•«••• ��'` FOUNDATION PLAN w/ 3" COVER TYP. #5 CONT. PER MFG SPLICE GROUT CELL �e REINFORCEMENT SEE 4. SOLID PER PLANS 11111�� '1�1 LL Is d UJI ,\ o. . "r.• ",', GRADE w e " .aa .. .. d d' FOUNDATION PLAN „ '4. ~ a ' °' 1' 1''d . r' FOR QUANTITY co '° ve` I �—III=III—I I I—I :., ' _ _ _ r `° 4 �'..a,.... w �P �'� �. ...� ' THRESHOLD PER MFG (p/y��3 • ..'' ° ° I —_a .a Z_ �—�. °' •°' '61 a. ' V: '.�W°�. irk �1.. a „ n 4. ^' .q. : d _ #5 x 25 x 25 CORNER a °.a e ° ' °d 4 , - e a �. a a. ° .. a .e �' a d : a . a r .d ° . m ° . _ _ ___ I I—I I I_I I I—I I — — — —� —__ 4 ° .'4a ° ' d A e' — — d ' 4 < e BAR, ONE FOR EA. w = ° d :.J '` "'' — o H a Iyl N —) I— — — —DI- .4: e e I I I 4.'. .. 4 U Iii e a4 ,. . • _ — I I I I -� ' — — ° HORIZONTAL W — I —I I , —I I I— I —8 I I d ° e a a d --I a 4, a 4 d �; CONC. SLAB PER I _ e ° — — -8„ 4„ —_ i - I I� I I 1=I I= I I f_ q a - _ a a d a REBAR, TYP. U.N.O. 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OR GRADE 1/4 PER Z � WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS FOOTING @ SHOWER AT MASONRY THICKENED EDGE CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT CLEAN COMPACTED yti FILL @ 95% STANDARD BUILD NGAY FROM FILL @ 95% STANDARD p 0 Q DENSITY DENSITY H ELASTOMERIC JOINT � M FILLER Y.1 fi_F:09 TYPICAL STEP FOOTING DETAIL A_F_1" TYPICAL CORNER BAR DETAIL (TOP VIEW) 4F_?EXTERIOR DOOR POURED SILL A_F_1" FOOTING AT INTERIOR BEARING WITH CMU TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" NOT USED TOP (2) #5 x 4'-0" — CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE 3/4"=1'-0" 8" CMU - 3/4"=1'-0" TOP (2) #5 x 4'-0" FINISH PER ELEV. CONC. SLAB PER ® FILLED CELL PER PLAN WOOD POST PER PLAN FOUNDATION PLAN PENETRATION FOR SIZE AND BASE II —I PLAN I—III—III SEE FDN J/ PENETRATING =I , 4 ' . Q I— FOR SIZE I III ° ° PIPE CONNECTION GRADE _ ----- -- --TM 4„ JOB No. - 2152438 I I I _ = �— Z (D SCALE AS INDICATED PIPE VERTICAL THRU FDN _� ° ;' �—_ PVC SLEEVE MIN. TE:.__ ___ I _—I I— TOP COURSE TO BE — FOOTING PER PLAN DIAMETER TO BE 2(I GARAGE PIPE SIZES LARGER CLEAN COMPACTED CHAIR BLOCKS. FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY _ ENTIRE BASE TO BE FILLED SOLID Z TOP VIEW A CORNER SEE ELEVATION CMU BASE w/ (1) #5 CONC. SLAB PER FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH U) 0 FE 2 w iii - BEYOND CORNER. SEE FLR. a .. Z PLAN FOR BASE SIZE °. ° a .4 • aa : d O 0 .2 " DRIVEWAY BY SEE FOUNDATION FORa �, 4. " W 0 4„- BUILDER- CONCRETE PAD SIZE ” ° OR PAVERS Z �..-0 .; a ° !'• ;, w CONC. SLAB OR7 " .4 W > w A d 4aa PAVERS PER PLAN ^ �.., d' 4 Nd.' .. vwi W Q — t W LL _ ( III— —CLEAN COMPACTED ° :r d °. I— FILL @ 95% STANDARD ' ' a 4 $ dA' ° I, DENSITY _ -I a I ° Lam"�,'jM= K" g" 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED 4 a ,. d ' - ' EDGE w/ (1) #5 CONT. }.� a, d .. ••a :..: - FILL @ 95% STANDARD DENSITY F1 THICKENED EDGE @ GARAGE DOOR AN'k FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-011 11 TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" NOT USED TOP (2) #5 x 4'-0" — CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE 3/4"=1'-0" 8" CMU - 3/4"=1'-0" TOP (2) #5 x 4'-0" FINISH PER ELEV. CONC. SLAB PER V J STRUCTURAL ENG: BED FOUNDATION PLAN PENETRATION FINISH FLOOR_ II —I PLAN I—III—III SEE FDN J/ PENETRATING =I , 4 ' . Q I— FOR SIZE I III ° ° PIPE — - - -- -- --- -- QC CHECK: CC GRADE _ ----- -- --TM JOB No. - 2152438 I I I _ = �— Z (D SCALE AS INDICATED PIPE VERTICAL THRU FDN _� ° ;' �—_ PVC SLEEVE MIN. TE:.__ ___ I _—I I— W — FOOTING PER PLAN DIAMETER TO BE 2(I - PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" NOT USED TOP (2) #5 x 4'-0" — CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE 3/4"=1'-0" 3/4"=1'-0„ 3/4"=1'-0" TOP (2) #5 x 4'-0" 3/4"=1'-0" p V J STRUCTURAL ENG: BED PVC OR SCH40 SLEEVE PENETRATION DRAFTING: II —I PLAN I—III—III SEE FDN J/ -STRUCT: TNT =I , 4 ' . Q I— FOR SIZE I III ° ° — - - -- -- --- -- QC CHECK: CC �, 4 & REIN.F. _—_— � _ ----- -- --TM JOB No. - 2152438 I I I _ = �— Z (D SCALE AS INDICATED PIPE VERTICAL THRU FDN _� ° ;' �—_ TE:.__ ___ O 0 W W Q J o v Qf —;z Q w ,Z �� r E z Z aZ�LL�� 0 � �wz..r_ co Q 00(an : m U) 0 FE 2 w iii - Z Z¢(IZZ E w a 0 .2 " W 0 F- N p V Z 0 W Q W LL V 11 z TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE Z PENETRATION Q Z Z H 1� 'VV///� PVC OR SCH40 SLEEVE D° . , - y DID � 0LO o0 NIIF AM/ SEE FDN. I– o w –j 0 Z LOOP TIE (TYP.) o d . ° 44 ° 4 •° 4.. SIZE & REIINF. PLAN FOR 0 Q _ PCL IPE PERPENDICULAR TO FND FOOTING PER PLAN (FRONT VIEW) DX/r'SLEEVE =11F1 d — I I I I �• �AI�FOR71 © DA 06/23/2016 NOT USED PIPE PARALLEL TO FND SD1 #162313 TOP (2) #5 x 4'-0" CENTERED AT PIPE STRUCTURAL ENG: BED PVC OR SCH40 SLEEVE PENETRATION DRAFTING: II —I PLAN I—III—III SEE FDN -STRUCT: TNT =I , 4 ' . Q I— FOR SIZE I III ° ° — - - -- -- --- -- QC CHECK: CC �, 4 & REIN.F. _—_— � _ ----- -- --TM JOB No. - 2152438 I I I _ = �— gUILDiyc SCALE AS INDICATED PIPE VERTICAL THRU FDN _� ° ;' �—_ TE:.__ ___ =11F1 d — I I I I �• �AI�FOR71 © DA 06/23/2016 NOT USED PIPE PARALLEL TO FND SD1 #162313 i PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL It., - - ' 7' 1 U.N.O. (1) #5 VERTICAL IN PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN " ADDITONAL GROUT FILLED CELL (IF 3/8" DIA. ANCHOR ,�... MASONRY WALL REQ'D PER PLAN) E - 8d EACH END 2x8 W/ (2) 16d TOE ROOF TRUSS PER PLAN BELOW c VIEW w/ CMU 2x SPF CONT. FRAMING DETAIL NOTE: SEE MD08 ON TOP PLATE 7/16" OSB W/ (2) 8d 7/16" O.S.B. EA. SIDE LINTEL PLAN FOR THREADED ROD PER }r 4 TRUSS PER PLAN OR CONV. FRAMING w/ ADDIT'L REBAR INFO DETAIL END _ FINISH PER ARCHSFIN VERTICAL REINFORCEMENT 2x BUCK PER MD04 THIS SHEET JM___F�0ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD; O/C 2x P.T. PLATE 1/2" x 8" A.B. OI HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 0 COURSE W/ (1; CONT. fiFf KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" ADO GARAGE BUCK DETAIL 2x6x12 P.T. CENTER 1/2"=V-011 BUCK NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING ADDITONAL AROUND CURVE. MIN. 3/8" DIA. ANCHOR 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN - 8d EACH END 2x8 W/ (2) 16d TOE ROOF TRUSS PER PLAN BELOW NAILS EA. END VIEW w/ CMU 2x SPF CONT. FRAMING DETAIL BLOCKING ATTACH TO TOP PLATE 7/16" OSB W/ (2) 8d 7/16" O.S.B. EA. SIDE NAILS THREADED ROD PER 7/16" OSB EA. SIDE, W/ TRUSS PER PLAN OR CONV. FRAMING w/ 6d NAILS @ 16" O.C. TO END SIDE & TOP NAILER FINISH PER ARCHSFIN 2x BUCK PER MD04 THIS SHEET JM___F�0ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD; O/C 2x P.T. PLATE 1/2" x 8" A.B. OI HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 0 COURSE W/ (1; CONT. fiFf KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" ADO GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOR WALL o ° BUCK FRAMING INFO SHEATHING PER PLAN 7/16" O.S.B. EA. SIDE OCONT. ::.. E r ADDITONAL PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END 3/8" DIA. ANCHOR 2x BLK'G. TO O.S.B. W/ ARCH PER ELEV(2) BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS V - 8d EACH END T ROOF TRUSS PER PLAN BELOW CENTERED VIEW w/ CMU EITHER UPSET OR FRAMING DETAIL HEADER (SEE PLAN) TOP PLATE DOWNSET) 7/16" O.S.B. EA. SIDE ARCH PER ELEV THREADED ROD PER 2x BLK'G. TO O.S.B. W/ TRUSS PER PLAN OR CONV. FRAMING w/ (2) - 8d EACH END END VIEW w/ WOOD FINISH PER ARCHSFIN STRUCTURAL PLAN / BEARING WALL OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING I 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. SCHEDULE. ONLY SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER REQUIRED WHEN RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE Z rn U- o v00� TRUSS WEBS NOT NAILING SCHEDULE INDICATED ON J J L�1!44 SHOWN FOR CLARITY -- GARAGE WALL SCHEDULE. MIN 6" Q w `t = O � - o o i--m,wui o PRE-ENG.TRUSS PER BEYOND FROM END OF WALL / Z ZQ a o E 2x4 #2 SYP CROSS PLAN, 24 O.C. MAX NAILING SCHED. MASONRY WALL. z � o � O a=.: i BRACING (AT 45°) W/ ROOFING MATERIAL 2x6 P.T. BUCK EACH C6¢ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDEZ PER ARCHS L SIDE OF OPENING BLOCKING PER BRIG U N O EXT FINISH PER PLAN SEE FRAMING PLAN 2 J WALL SCHEDULE CONDENSATE FOR CONNECTION �— Z �— (5) 3/8" DIA. J -BOLT W/ - FLASHING DISPOSAL BY A/C INFO f� V O J 5-1/2" EMBED. AT EA. SUPPLIERSEE ELEVATION OIL W JWw -5 Q DOOR BRACKET, EA. BASE PLATE W MAIN FLOOR O Q SIDE OF DOOR. CONNECTION PER BRIGf �i W o PROVIDE 1-1/2" x 3/16 WALL SCHEDULE NAILED @ EACH END CONC. SLAB - I ° THICK WASHER W/ EA. OVERHANGINFO VERT REINF. BEYOND ANCHOR. (1st BOLT TO SEE FOUNDATION (2) 2x4 #2 SYP — 2x4 BLOCKING W/ (2) BE 8" MAX. ABV. CURB, _— — j 1--- BLOCKING W/ SIMPSON RE. ELEV. �- I h� REST EQ. SPACED DRAFTING A34 OR LUS24-2 EACH -24" O.C.) PT BASE PLATE MASONRY WALL PER DORMER FRAMING DETAIL 1 "=1'-0" 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 D03� BEARING/ SHEARWALL CONNECTION TO CMU (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 Z' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR a' x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. STUDS @ 16" O.C. FOR KNEE WALL SEE TYPICAL HEADER LINTEL (SEE PLAN) SHEATHING PER PLAN 7/16" O.S.B. EA. SIDE OCONT. ::.. E r ADDITONAL PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO 2x BLK'G. TO O.S.B. W/ ARCH PER ELEV(2) BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS V - 8d EACH END T ROOF TRUSS PER PLAN BELOW END VIEW w/ CMU EITHER UPSET OR FRAMING DETAIL HEADER (SEE PLAN) TOP PLATE DOWNSET) 7/16" O.S.B. EA. SIDE ARCH PER ELEV FRAME OUT TO BLOCK 2x BLK'G. TO O.S.B. W/ TRUSS PER PLAN OR CONV. FRAMING w/ (2) - 8d EACH END END VIEW w/ WOOD DORMER FRAMING DETAIL 1 "=1'-0" 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 D03� BEARING/ SHEARWALL CONNECTION TO CMU (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 Z' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR a' x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. O2x STUDS @ 16" O.C. FOR KNEE WALL SEE TYPICAL HEADER LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT SHEATHING PER PLAN FRAMING DETAILS FOR OCONT. TYP. TRUSS TO FRAME ADDITONAL PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO CONNECTION PER INFORMATION BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS V STD. CONNECTOR (HEADER CAN BE ROOF TRUSS PER PLAN BELOW O2x NOTES EITHER UPSET OR FRAMING DETAIL ODOUBLE TOP PLATE DOWNSET) H3, H4, OR H5 @ EA. END OF TRUSS OR SPF CONT. FRAME OUT TO BLOCK () 2 2x #2 SYP SEE PLAN TRUSS PER PLAN OR CONV. FRAMING w/ JOCOMMON EDGE AS REQ'D O2x STUDS @ 16" O.C. FOR KNEE WALL /\ LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP OCONT. 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 V BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY J FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR SPF CONT. RAFTER () 2 2x #2 SYP SEE PLAN TRUSS PER PLAN OR CONV. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF c FINISH PER ARCHSFIN STRUCTURAL ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING I 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. N W/ (2) 16d TOE NAILS EACH END 2x BUCK DETAIL 0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fi7FO) KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C 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 3/4"=1'-0" I \�% 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 NAIL, 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"=1'4' PRE -CAST LINTEL PER LLI PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 - -- - ---- -- - - -- -- 2x8 3/16" x 3" 1 12" O.C. 2 FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, pp STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN 5Q p THIS CASE. �w 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" �+ � O.C. @ EACH SUCCESSIVE BUCK W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 0 (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS o TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) Q ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS W 1+1 0 1/2"=1'-0" llifll�w ce) a: °°°.• /— SHEATHING PER PLAN STRUCTURAL ���j° * ,°6`��'i�i Y o SHEATHING e' ®e 2/ TYP. TRUSS TO FRAME : •r� ®o l�, = Z CONNECTION PER TYP. TRUSS TO FRAME o •Z p62 r t' Q J STD. CONNECTOR CONNECTION PER s w cc, .� • J •� NOTES STD. CONNECTOR U Q q a: Z r•q w D FRAME OUT TO BLOCK NOTES • �d e. Q EDGE AS REQ'D FRAME OUT TO BLOCK ••�• EDGE �'�� m u- p P (2) 2x TOP PLATE 1/2 x 8 ANCHOR BOLT �— OR TITEN PLAN u 2 2x #2 SYP EE PLAN M EACH X #2 SYP E(FOR BEAM SIZE (ONLY O FOR BEAM SIZE O.C. & 6" FROM 32" IF OPENING PROVIDED END PER PLAN) ^ 4-4 �1�bOj MIN. 2x4 SPF #2 KNEEt U 3 Q 2x PT BOTTOM WALL w/ STUDS @ 16" h J O.C. w/ STRUCTURAL O Z PLATE SHEATHING FROM era U O PRECAST LINTEL OR I TOP OF WALL TO BOTTOM OF WALL. cu KNOCK OUT COURSE z 0 ATTACHED PER O { % O�ti4` :E NAILING SCHEDULE�ti51 U t+., d G � •° OTHERWISE SP2 CLIPS o Z MASONRY WALLAT TOP AND SP1 CLIPS BUILDER FRAME Q • • • AT BASE ARE REQ'D RADIUS AS REQ'D o 0 am KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL ..-•rte'—'—`� r r------------- A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" 3/4"=1'-0" W/ (1) #5 CONT. GROUT SOLID 3) 16d COMMON O � (2) 2x PLATE JAILS( YP.) VJ I (2) 2x TOP PLATE V 11 MIN. 2x4 SPF #2 KNEE ---- FLUE PER MANUF. i MIN. 2x4 SPF #2 KNEE J WALL WITH STUDS @ ATTACH PER NAILING WALL WITH STUDS @ SPECS W/ 2" MIN. SPF CONT. 16" O.C. W/ () 2 2x #2 SYP SEE PLAN 16" O.C. W/ .x4 3LOCKING ATTACH TO STRUCTURAL c FOR BEAM SIZE STRUCTURAL (q SHEATHING ON BOTH I SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF W- �xx � J _, - SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE Z rn U- o v00� TRUSS WEBS NOT NAILING SCHEDULE 0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fi7FO) KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C 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 3/4"=1'-0" I \�% 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 NAIL, 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"=1'4' PRE -CAST LINTEL PER LLI PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 - -- - ---- -- - - -- -- 2x8 3/16" x 3" 1 12" O.C. 2 FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, pp STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN 5Q p THIS CASE. �w 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" �+ � O.C. @ EACH SUCCESSIVE BUCK W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 0 (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS o TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) Q ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS W 1+1 0 1/2"=1'-0" llifll�w ce) a: °°°.• /— SHEATHING PER PLAN STRUCTURAL ���j° * ,°6`��'i�i Y o SHEATHING e' ®e 2/ TYP. TRUSS TO FRAME : •r� ®o l�, = Z CONNECTION PER TYP. TRUSS TO FRAME o •Z p62 r t' Q J STD. CONNECTOR CONNECTION PER s w cc, .� • J •� NOTES STD. CONNECTOR U Q q a: Z r•q w D FRAME OUT TO BLOCK NOTES • �d e. Q EDGE AS REQ'D FRAME OUT TO BLOCK ••�• EDGE �'�� m u- p P (2) 2x TOP PLATE 1/2 x 8 ANCHOR BOLT �— OR TITEN PLAN u 2 2x #2 SYP EE PLAN M EACH X #2 SYP E(FOR BEAM SIZE (ONLY O FOR BEAM SIZE O.C. & 6" FROM 32" IF OPENING PROVIDED END PER PLAN) ^ 4-4 �1�bOj MIN. 2x4 SPF #2 KNEEt U 3 Q 2x PT BOTTOM WALL w/ STUDS @ 16" h J O.C. w/ STRUCTURAL O Z PLATE SHEATHING FROM era U O PRECAST LINTEL OR I TOP OF WALL TO BOTTOM OF WALL. cu KNOCK OUT COURSE z 0 ATTACHED PER O { % O�ti4` :E NAILING SCHEDULE�ti51 U t+., d G � •° OTHERWISE SP2 CLIPS o Z MASONRY WALLAT TOP AND SP1 CLIPS BUILDER FRAME Q • • • AT BASE ARE REQ'D RADIUS AS REQ'D o 0 am KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL ..-•rte'—'—`� r r------------- A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" 3/4"=1'-0" W/ (1) #5 CONT. GROUT SOLID O VJ V 11 ROOF SHEATHING ---- FLUE PER MANUF. J Z ATTACH PER NAILING SPECS W/ 2" MIN. 0 SCHEDULE c CLEAR BETWEEN FLUEz (q U ti j O �" W- �xx � J _, - STANDARD TRUSS P Ww Z H M E �/? LL Q TOP CHORD VARIES Z Q 0 Z Z rn U- o v00� TRUSS WEBS NOT J J c w Z o: o 0 SHOWN FOR CLARITY PRECAST CONC. OR Q w `t = O � - o o i--m,wui o PRE-ENG.TRUSS PER POWERS STEEL SILL Z ZQ a o E 2x4 #2 SYP CROSS PLAN, 24 O.C. MAX NAILING SCHED. TYP. @ALL WINDOWS z � o � O a=.: i BRACING (AT 45°) W/ ROOFING MATERIAL 0 C6¢ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDEZ PER ARCHS L 2x4 FRAMED CRICKET�� '° U N O EXT FINISH PER PLAN SEE FRAMING PLAN 2 J Z CONDENSATE FOR CONNECTION �— Z O - FLASHING DISPOSAL BY A/C INFO V O J SUPPLIERSEE ELEVATION OIL W JWw -5 Q TOP OF MASONRY W MAIN FLOOR O Q CONNECTION TO BE �i W ELEV 0'-0" __-----_----- SUPPLIED BY A/C SEE ARCH PLANS FOR NAILED @ EACH END CONC. SLAB - COMPANY OVERHANGINFO VERT REINF. BEYOND SEE FOUNDATION (2) 2x4 #2 SYP — 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO _— — j 1--- BLOCKING W/ SIMPSON RE. ELEV. �- I h� DRAFTING A34 OR LUS24-2 EACH FOR O.H. (I� MASONRY WALL PER STRUCT: TNT END TYP. SINGLE TIE -BEAM PLAN QC CHECK I/CMOt CHIMNEY FRAMING DETAIL 3/4"=1'-0" W/ (1) #5 CONT. GROUT SOLID O cn V 11 ---- FLUE PER MANUF. Q 9!Z SPECS W/ 2" MIN. WINDOW PER CLEAR BETWEEN FLUEz FLOOR PLAN O & FRAME Z O GALVANIZED FLASHING Z -- EXT. SHEATHING PRECAST CONC. OR LLj1 ATTACHED PER POWERS STEEL SILL (/) � NAILING SCHED. TYP. @ALL WINDOWS O O p L 2x4 FRAMED CRICKET�� '° EXT FINISH PER PLAN 2 N w W/ GALVANIZED �— Z �.�... - FLASHING V O J � W JWw -5 Q .� MAIN FLOOR O Q 0 _ (4) 16d COMMONS , . ELEV 0'-0" NAILED @ EACH END CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION — 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO _— — j 1--- STRUCTURAL ENG: BED _---- 16d COMMONS END—� �- I h� DRAFTING NAILED TO VERTICAL 2x4's (I� MASONRY WALL PER STRUCT: TNT PLAN QC CHECK CC SEE FOUNDATION DETAILS FOR FTG INFO DIN(,' JOB No TM 2152438 _ TRUSS PER PLAN SCALE: AS INDICATED --- SANFORD 1 6 2 3 U3 DATE:-- 06/23/2016 fi_sb TYPICAL ONE STORY ALL SECTION SD2 3/4"=1'-0" SIMPSON N, — DIAGONAL TO BEAM BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO iv BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J -BOLTS w/ PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" GABLE BRACING + UP TO 4'-8" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ - i 7'-0" < H 6 9'-4" 10 SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d `------ 2x FASCIA w (2) 16d @ 24" O.C. W/ (2) 12d W � co DTC CLIP, (2) 8d NAILS PROVIDE 16d NAILS _ I Jr GABLE END TRUSS TO Q m 2x TOP PLATE TO D u- BLOCKING @ 24" O.C. O.C. O.C. NOTE: ALL GABLE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. HOLD WALL 3-1/2" CMU WALL OR LINTEL Q NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO DOWN FOR BELOW HGA10KT @ 32" O.C.AM, .C. 10d NAILS @ EA. TRUSS DOUBLE TOP PLATE OUTLOOKER BR A CE 16d NAILS. 2x4 LEDGER W/ (2) 10d BRACING IS TO BE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ REQ'D. MIN (1) JACK & 0 EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN ZATTACH PER PLAN g LSTA18 HEADER TO SHEATHING NOT REQ'D v SHEATHING NOT REQ'D SYP#2 OR BETTER(4)CONNECT SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN (5) 16d NAILS BRACE 2x8 #2 SPF STUDS AT 2x4'S @ 24" O.C. Q 16'" O.C. 1/2" x 8" J -BOLT @ 32" . 4 DTC CLIP, (2) 8d NAILS TO BE CONT. @ THE TO BE CONT. @ THE O.C. AND 6" FROM EA. BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. GABLE BRACING @ 48" FASTEN ROOF END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS = TO BLOCKING MSTAM-24 TYP. EA. LINTEL SEE PLAN •' °" IN CMU. OR SIMPSON ANCHORBOLT SIDE OF EA. STUD. META16 TRANSITION FROM TRANSITION FROM CENTERED BETWEEN SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. O.C. NOT REG'D 6' -- VAULTED A - - -- PROVIDE 2x4 BRACE ---- - FROM EAVES GABLE END TO EA. ADJ. DIAG. BEAM TO GABLE WALL TO GABLE 0 PLAN BLOCKS w/8d NAILS SEE ELEV. FOR �„� 45° SHEATHING FASTEN PER PLAN, FASTEN TO DIAG.w/(2) 16d NAILS. TRUSS TRUSS @ 6" O.C. O.H. SIZE \ CONT. 2x4 WHERE O.H. IS > 1'-0", DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE DROP END GABLE w/ @ 48" O.C. TO 3RD OUTLOOKERS @ 24" z FASTEN SIDE WALL \ BAY REQ'D w/ O.C. TO RUN BACK TO BEAM PER PLAN SHEATHING PER PLAN. \ STRONGBACK, SEE 1ST COMMON TRUSS (5) 16d NAILS BRACE \ CHART WITH (3) 12d TOENAILS. EXT. SHEATHING; TO BLOCKING \ \ GABLE BRACING+ O CONNECT TO DROP — IA SIMPSON H10A ATTACH PER PLAN SEE CHART GABLE WITH H2:5 CLIP. i V DIAGONAL TO TOP MAX 2'-0" O.H. •r U) PLATE /1 PROVIDE 2x4 BRACE _ LLI BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO iv BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J -BOLTS w/ PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" GABLE BRACING + UP TO 4'-8" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ (1) 2x4 BRACE 7'-0" < H 6 9'-4" 10 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE MAX. ATTACHMENT w/ (3) 10d = `------ 2x FASCIA w (2) 16d @ 24" O.C. W/ (2) 12d O TOENAILS EA. END co DTC CLIP, (2) 8d NAILS PROVIDE 16d NAILS _ I Jr GABLE END TRUSS TO Q m 2x TOP PLATE TO D u- BLOCKING @ 24" O.C. PLT.@12" O.C. MAX. .4 = UGABLE END W/ 16d II SIMPSON H2.5(TYP.) W/(2)12d END NAILS o m NAILS @ 6" O.C. 4- 0 FRAMING FOR FALSE L L CONT. 2x4 0 HOLD WALL 3-1/2" CMU WALL OR LINTEL L IF REQ'D w/ (3) NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO DOWN FOR BELOW HGA10KT @ 32" O.C.AM, .C. 10d NAILS @ EA. TRUSS DOUBLE TOP PLATE OUTLOOKER BR A CE 16d NAILS. 2x4 LEDGER W/ (2) 10d TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN- — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2-0 MAX. END NAILS EA. END VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN - Z .0 GABLE END @ VAULTED CEILING 3/4"=1'-0" vi w C9 0 I � F01� FIELD FRAMED VALLEY DETAIL 1'-9" MAX. GABLE BRACING CHART TO EA. ADJ. DIAG. GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H67'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE TRUSS PER PLAN META16 AT 24" O.C. `------ 2x FASCIA w (2) 16d @ 24" O.C. W/ (2) 12d SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS END NAILS @ EA. W/ 1/4"x4-1/2" SIMPSON 2x4 #2 SYP P.T. FASTEN TO DIAG. w/(2) OUTLOOKER a. LAY 2x4 BLOCKING BLOCKING @ 24" O.C. (2) 16d TOE NAILS STRONGBACK IF REQ'D SIMPSON H2.5(TYP.) W/(2)12d END NAILS BRACE TO LEDGER CONT. 2x4 0 HOLD WALL 3-1/2" VALLEY RAFTER @ EACH END NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO DOWN FOR AT 24" O.C. BEARING CONDITION @ CMU WALL DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 16d NAILS. 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF PER CHART NAILS @ EACH WEB REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN ZATTACH PER PLAN g LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE Lu w TO BOTTOM CONNECTION (5) 16d NAILS BRACE 2x8 #2 SPF STUDS AT 2x4'S @ 24" O.C. Q 16'" O.C. 1/2" x 8" J -BOLT @ 32" . 4 DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) GABLE BRACING @ 48" 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS = TO BLOCKING MSTAM-24 TYP. EA. LINTEL SEE PLAN •' °" IN CMU. OR SIMPSON ANCHORBOLT SIDE OF EA. STUD. META16 T @ O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME MU SEE WALL SPLICE DETAIL WALL DETAIL O.C. NOT REG'D 6' CONDITION @ CMU VAULTED A FOR REQ'D FLASHING A PROVIDE 2x4 BRACE GABLE END SHEATHING FASTEN A FROM EAVES GABLE END TO EA. ADJ. DIAG. 0 PLAN �„� 45° SHEATHING FASTEN PER PLAN, FASTEN TO DIAG.w/(2) 16d NAILS. SPD RICE AS REQ' is W GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H67'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1 (2)16d NAILS PLT. TO NAILS, TOENAILED STUD TOP & BOTTOM TRUSS PER PLAN DTC CLIP, (2) 8d NAILS EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. (AS SHOWN) 3/16" x 2 3/4" TAPCONS PER PLAN TO STUD) IN CMU. OR SIMPSON �-- FASTEN SYP OR SPF TRUSS PER PLAN META16 AT 24" O.C. `------ 2x FASCIA w (2) 16d @ 24" O.C. W/ (2) 12d SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS END NAILS @ EA. W/ 1/4"x4-1/2" SIMPSON 2x4 #2 SYP P.T. INTO BLOCKING, (4) 8d OUTLOOKER a. LAY 2x4 BLOCKING BLOCKING @ 24" O.C. (2) 16d TOE NAILS NAILS INTO TOP PLATE SIMPSON H2.5(TYP.) W/(2)12d END NAILS BRACE TO LEDGER 2x WALL, SEE PLAN HOLD WALL 3-1/2" VALLEY RAFTER @ EACH END NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO DOWN FOR AT 24" O.C. BEARING CONDITION @ CMU WALL DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN ZATTACH PER PLAN g LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE Lu w TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT S SHEATHING PER PLAN 16'" O.C. 1/2" x 8" J -BOLT @ 32" . 4 DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLANPLATE w W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN •' °" IN CMU. OR SIMPSON ANCHORBOLT SIDE OF EA. STUD. META16 T @ O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME MU SEE WALL SPLICE DETAIL WALL DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ " EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 TRUSS PER PLAN ON (1) SIDE OF "flPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) (AS SHOWN) 3/16" x 2 3/4" TAPCONS �— 24's @ 24" O.C. MAX. IN CMU. OR SIMPSON �-- FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. 2x6 (MIN.) PLATE THRU @ 24" O.C. W/ (2) 12d SHEATHING PER PLAN END NAILS @EACH W/ 1/4"x4-1/2" SIMPSON END. SDS SCREWS TO TOPWALL SHEATHING PER a. LAY 2x4 BLOCKING CHORD EACH PLAN OVER THE TOP OF THE LINTEL PER PLAN TRUSS BELOW BOTTOM CHORD. �-- FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL AT 24" O.C. BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" I I'.IIII Ilf ]I I IPI I'II -IIII I I( I i i i. .. SIMPSON H1 OA DIAG.9. MCI TO BLOCKING ,�ee�fllvieeeeeee� � s lyj ch 00 s ••► e°• 2 i Y GABLE BRACING @ 48" PROVIDE 2x BLOCKING xw * ao -i = sex V O.C. MAX. 45 FROM FOR NAILING Q OZ r j I Z N� HORIZONTAL (+/- 10°) :� Q: Q BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN ♦ ®* ea� ��` j O Lj SEE PLAN FOR eel/(IIlj m u SUPPORT AND TIE DOWN OF JACK TRUSSES r l PROVIDE BLOCKING V BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 0 BAYS SEE GABLE WALL PER PLAN w �Gf CONNECTION DETAIL ch (FRAME WALL FOR REQ'D MAY ALSO BE SHOWN; , Q U wJlyf��3J Q CONNECTIONS MASONRY) z , NOTE: GABLES SPANNING LESS THAN 81 DO NOT REQUIRE BRACING pq a0 d O � l H o V o Q GE03 GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE Z SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR '' W J o v HEADER PER PLAN; SHEATHINGVALLEY TRUSSES PER o SEE HEADER CANTILEVERPLAN 06 w z w `" E SCHEDULE & NOTES W Q Z LL o� FOR ADDT'L INFO.Z U 0 W'6 .y SIMPSON LSTA12 OR 005 o z SP4 CONNECTORS @ J U w z a o 8 24"o.c. IF HEADER WITH GABLE TRUSS J Q = O UPLIFT SPAN 4'-6" OR Z °z ¢ z z E MORE. EXT. SHEATHING; ATTACH PER NAILING O � o 0) a 2x DOWNFRAME TO SCHED. aq W- �( U N DOOR AS REQ'D (2) 16d NAILS TO EA. J Z Z 0 COMMON TRUSS f= W SIMPSON META16 @ W 32" O.C. GABLE TRUSS LLl 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF EA. SIDE OF HEADER WOOD WALL TRUSS (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) S STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRIG FOR WOOD OR WALL W/ UPLIFT MASONRY rGEO GABLE END AT VALLEY FRAMING o I I 3/4"=1'-0" L HEADER STUDS PER V 11 • HEADER SCHEDULE Z U.N.O. ON PLANS Z ti Z�0 OZ_j pApp I ATTACH JAMB STUDS (n a C I PER WF08/SD4 uj co O cm F— 0J Z ...�.. U UJ .,WWW P.T BASE PLATE 0 Q O = NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN STRUCTURAL ENG: BED ATTACH ADDIT'L KINGS AS DRAFTING: REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STRUCT: TNT STUDS REQ'D. QC CHECK: CC ING JOB No. TM - 2152438 SCALE: AS INDICATED-- - SA4IFOIRO __ ............. - DATE: 06/23/2016 TYPICAL HEADER DETAIL 1/2"=1'-0" I O�pA��^� NOT USED #16-2313 NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN LEAST $'-0" LONG. TYP. MORE THAN 50% OF NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE TOP PLATE WIDTH BOTTOM PLATE w/ 4 2 1/2" EDGE OUTSIDE (2) 2x4's PROVIDE 2x4 ON TOP O 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 PER Q��f�IL 1" EDGE 1 1/2" EDGE INSTALL SIMPSON 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS �t'/t� PSPN516Z W/ (12) 16d LAP SPLICE 48 MIN & FRAMING PLAN TOP PLATE ATTACH W/ (2) 10d NAILS O.C. • NAILS TYP. TOP &BOT. ATTACH PER NAILING + • � + DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) DETAIL PATTERN ON THIS 10d x 3�� COMMON w • + TOP SPLICE2 1/2" o w z D w 2 1/4° c7 - w 1 1 /2" Z _ z `1" J c rc�: 48 , e- N N U W 0 2x4 BEYOND AGAINST - N a N r a M MiN N 10 2X8 STUDS N10d X 3" COMMON bo w a ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d OVERLAP TOP PLATE 10d x 3" COMMON OPP. C7 O N O NAILS ((2) ON EA. SIDE) AT CORNER SIDE O U Q 0 U TYP. AT ALL EXTERIOR Z a a ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE U I I U)I I I I ? U) TO CORNER STUD Q 80 ao TOP PLATE W/ (4) 16d PACK w/ (4) 10d NAILS U) 10dx3" O 1 U ,w U) 10d x 3" OPP. SIDE w� 0 NAILS ((2) ON EA. SIDE) 2x8 STUDS PER ao TYP. AT ALL EXTERIORFRAMING PLAN 10d x 3" COMMON DISTANCE PER CONDITIONSTOP SPLICE OPP. SIDE JD�IETAIL BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION (2) 2x4's (2) 24's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C � LL1 STUD DOUBLE 2x8 TOPm w PLATE TOP PLATE TRANSITION (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8 O/C. OUTSIDE 2x's a 'FO TYPICAL TOP PLATE SPLICE @BRG. WALL fiRkTYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 1-1/2"=1'-0" � `�llllll�'! LLl M 3/4"=1'-0'. �! bl rii [L '- �vee•1O �� �I 00 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8" SHEATHING PER PLAN A. BEYOND 7 2 INSTALLED VERTICALLY. 1D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE s • i'J z O AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING ROOF SHEATHING, i� O , •; `"`�" Q V — — — — —_ — —_ — — —_ — w _ (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING FASTEN PER PLAN ,; ¢ : 2 = uj Q — — — — — — 6 FF ID a 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON ') V C OV `SC ROOF SHEATHING, EE _ NAILS 3" O.C. 20���p TO ROOF SHEATHING, 2. 44"fie j0 FASTEN PER PLAN a �e Z 11 11 w r � @ 1/2" A 1/2" NG'Ty T��S FASTEN PER PLAN y�'Ty T'4(i e•`eej+e�' Ok� � 11 IlTjj 11 11 11 CT = O r O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d O,c S O,c SS z x _ o _ o oy oy ieprnia►� �t°� m III C9 COMMON NAILS @ 3 O.C. III III I I I I I WALL SHEATHING O = @ NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL 2x4 FRAMING @ 24" SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. III III II II I DETAIL. MAX vs° � - r O.C. MAX. PROVIDE (4) 10d x 3" 2x4 #2 SYP CONT. w/ (2) III OPENING III I I II I I SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d r O DOUBLE NAIL EDGE SPACING 2x SCAB wi 1od NAILS 16d COMMON NAILS u 4 w COMMON NAILS @ 3 O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS III III I I PANELS x } @ 4° O.C. III 3 I I I II I I N @ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX. COMMON NAILS 3" O.C. 2 ROWS PER -ENG TRUSSES ) HEADER W/ $d 2x SCAB w/ 10d NAILS 24" O.C. IF MASONRY, � w0 �Or � c„) III TYP. III II II II O @ O @ STUD PER PLAN a 4" O.C. USE (2) 1/4" TAPCOINS ` AROUND 2x STUDS BEYOND, "- O TOP &BOTTOM SHEATHING SPLICE, @ „ c�.� lyl� N III III II II I I SEE PLAN FOR MORE W O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR w/ MIN. 2 EMBED. @ U `�3J o III OPENING III I I I I I I O Q TRUSS CONNECTION PER -ENG TRUSSES U- 2x FASCIA 24" O.C. INFO r r O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 0 BLOCKING TERIOR III ��---ri— III II II I CMU WALL PER PLAN w= TRUSS CONNECTION CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN IIII I I II IIII II II II = r i- O 0 BEAM INTO LONG SPAN AS INDICATED ON BEAM IIII I I II IIII II II II STUDS w/ (2) 1/4" X 4°/2' 0 = o JOINT, MAX. 1/8" GAP iJJ_®iL� ILL_J1__1L__IL LEDGER 0� � �- N TO LEDGER O Z --- — — ------- OO TO GABLE END STUDS w u -O .� EXTERIOR WALL/TRUSS FLOOR SYSTEM 2x FRAME WALL PER EXT. BEAM PER PLAN L CUT TO FIT 2x BOTTOM PLATE rr ll O OPENING SIZE 1 BEYOND SEE PLAN SCHEDULE SHEATHING DIAGRAM O.C. PLAN AF1)\EXTERIOR SHEATHING SCHEDULE TO MASONRY w/ 2x6 PT 3/4"=1'-0" p,, BLOCKING TERIOR 3/4"=1'-0" GYPSUM WALLBOARD CMU WALL PER PLAN (2) 8d TOE NAILS TOTOENAILSM TRUSS CONNECTION CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN (2) $d TRUSS PER PLAN BEAM INTO LONG SPAN AS INDICATED ON BEAM MM I-+� uU STUDS w/ (2) 1/4" X 4°/2' c o_ O JOINT, MAX. 1/8" GAP :.. LEDGER PER PLAN TO LEDGER 16" O.C. MAX.; Z TO GABLE END STUDS w NAILING PER EXTERIOR WALL/TRUSS 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER EXT. BEAM PER PLAN 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCREWS @ 16" O.C. rr ll O 4 c SCHEDULE LAP BEAM PLYS AND O.C. PLAN TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d p,, V Q Opti U SYP #2 LEDGER w/ (2) 2x4 BLOCKING PLACED NAILS PER PLY SEE ELEV. FOR O.H. SIZE SEE ELEV. FOR O.H. SIZE 1/4" x 2 3/4" TAPCONS AT WOOD/MASONRY WALL OR TRUSS, SEE x Z 0 �� � FLATWISE (2) 16d NAILS EACH END 12" O.C. PLAN (TRUSS SHOWN) z HTS20 CLIP FROM SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL POST TO BEAM SHEATHING PER PLAN PLAN VIEW TOP OF POST @ 2x4 SYP #2 LEDGER. Q fiFl TYPICAL SCAB OVERHANG TO STUDS OR BEAM w/ T 1/4" X 4'/z" SIMPS.7 .DO2 LEDGER @ LOW ROOF CONV. FRAMED ABU POST BASE PER SDS SCREWS @ 16" NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF MEMBERS ONLY NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE PLAN O.C. MAX.; 0 5/8" THREADED ROD w/ TO GABLE END STUDS REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 1-1/2"=1'-0" � NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/z" SIMPS. 4'-0" MAX STUDS SDS SCREWS @ 16" FASCIA PER o OVERDRIVEN, CONTACT EOR FOR REVIEW OF EX 2x4 #2 SPF Z en J z SEE ROOF SHEATHING, SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR o J PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS CONNECTION CONNECTION EACH END ..� � LU J rn SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE $ � ++ x x � I— o�S Iw' Z� co � U @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's uj QZ �-7d, TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 0 Z UO a00 2x12 w/ 10d X 3" NAILSA @ 24" O.C. w/ EXT. 2x4 #2 SPF H � z w PRE-ENGINEERED SIMPSON LSTA30 W/ ROOFTRUSS-SEE ( ) 22 10d NAILS ALL z @ � Q o cn -- � 6" O.C. 2x12 AT @ O �- v SHEATHING PER BLOCKING 24 O.C. 3 CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS fA N w ui o FRAMING PLAN FOR a *+ * 4 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z � W � z E SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF ( ) * Z ¢ ¢ OZ 1/4" x 4" TAPCONS TRUSS MEMBER MORE INFO & + + ROOF SHEATHING O o = SEE PLAN FOR NAIL PER PLAN TALLER STUD) @ 2x4 #2 SYP P.T. @ EA. 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ CONNECTION * CONNECTION � i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL , � x x * * � N � Li.l W N Q 2x BRG WALL, RE INF 2x8 #2 SPF VERTICAL '� SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL ui Z O V PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN MIN 2 2x TRUSS LINTELS FOR MORE 0 @ 24" O.C. w/ EXT. 1-- W SPACING O SEE FLOOR PLAN FOR i i LINTELS 2x8 #2 SPF VERTICAL UNDER GIRDER TRUSS MORE BRG. WALL INFO i i SLOPE AS REQ D LINTEL PER PLAN SLOPE AS REQ D LINTEL PER PLAN LINTEL PER PLAN SHEATHING PER LINTEL PER PLAN i i @ 24" O.C. w/ EXT. � U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. '° SHEATHING PER NAILING SCHEDULE & W w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & " ' (4) 12d NAILS EACH W 2X BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r' (4) 12d NAILS EACH TRUSS MEMBER (TOP _ SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS TRUSS MEMBER � U) VERTICALLY VERTICALLY ALONG W/WEBBING) STUD ATTACH 2x TO 2x6 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER fiFl STEP BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM 11 1 11 S03 HEADER@ POCKET SLIDER SO4 HEADER @ POCKET SLIDERF1 SECTION @DOUBLE BEARING@ 3/4"=1'-0" 1 /2"=1'-0" 1/2"=V-0" 1 /2 =1-0 1 /2 =1 -0 - - 11 Z t- o o F- O Z 0 LVLO 1 Oto0 � (4 U QJCD -- 0 a0= STRUCTURAL ENG: BED DRAFTING. -STRUCT: TNT QC CHECK CC u1LDG' JOB No. TM- 2152438 SCALE: AS INDICATED SANFORD DATE: 06/23/2016 �i1 FiTCJ1�a'S #- 23 13 SD4 3/4"=1'-0" 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4°/2' SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. 16" O.C. MAX.; TO GABLE END STUDS w EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SDS EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. - -- MAX.; LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP POST TO BEAM SHEATHING PER PLAN PLAN VIEW TOP OF POST @ 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR PT POST PER PLAN TO STUDS OR BEAM w/ T 1/4" X 4'/z" SIMPS.7 CONV. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; 0 5/8" THREADED ROD w/ TO GABLE END STUDS ' o' NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/z" SIMPS. 4'-0" MAX SDS SCREWS @ 16" FASCIA PER o O.C. MAX.; COMMUNITY SPECS d. Q a i . a . a - L SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR �. 4, , PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4 PRE-ENGINEERED INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY CDO CORNER COLUMN FRAMING rSDOl� TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1 /2"=1'-0" 1/2"=V-0" 1 /2 =1-0 1 /2 =1 -0 - - 11 Z t- o o F- O Z 0 LVLO 1 Oto0 � (4 U QJCD -- 0 a0= STRUCTURAL ENG: BED DRAFTING. -STRUCT: TNT QC CHECK CC u1LDG' JOB No. TM- 2152438 SCALE: AS INDICATED SANFORD DATE: 06/23/2016 �i1 FiTCJ1�a'S #- 23 13 SD4