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402 Treasure Ln 16-1626 (a)IV 1 II 11 1111 I Tt IV THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.H., 200 AMP SERVICE, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, GENERAL GON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE56 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: LOT 26 THORNBROOKE 50 s TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: 1. 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 5EPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD DAPHENE 111 2600 ELEV. A OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R102.35. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH GARAGE RIGHT HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED, THICKNE65 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND A5TM C 926, PER F.B.C.R. 5TH EDITION (2014) R103b2.1 WEEP 5CREED5 SHALL BE A MINIMUM N0.26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED 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 SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.13L.R. 5TH EDITION (2014) R103.63 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE516TIVE VAPOR PERMEABLE TAYLOR MORRISON BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.65 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF: AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. D15TANCE 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 EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR 05-10-16 CREATED LOT SPECIFIC PLAN FOR LOT 26, IN THORNBROOKE 501s, ELEVATION "A", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: GOURMET KITCHEN, 9 FT. POCKET SLIDER AT FAMILY ROOM, LAUNDRY TUB ROUGH -IN, GARAGE DOOR OPENER, (2) MOTION DETECTORS; (3) BAR PENDANTS PRE -WIRE, (1) CEILING FAN PRE -WIRE AND (12) RECE55ED CAN LIGHTS. � JOB NUMBER 26002.082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. fl EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE 116 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUNDP�v RC`IST0vJ DRAWING INDEX ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT 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 COV GENERAL NOTES INDEX SPECIFICATIONS CORRO51ON-RE5I6TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8: ,05-18-16 COMPLETED REV15ION TO INCLUDE: / / WINDOUJ INSTALLATION 150 STATE STREET EAST 1 1 - SLAB INTERFACE PL./'1N OMMWL, I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE " 1 FLORIDA 34677 --� ADDED S FT, DOORS AT MAIN FLOOR (ONLY) PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 813. 925 .1300 T>r►.� 2A1 - MAIN FLOOR PLAN NOTES DWELLING /GARAGE OPENINGS: $13 X5.1800, W W W.L7AVISBEWS.COM THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, 50LID CORE (S.CJ OR HONEYCOMB L 2A2- MAIN FLOOR P U'1 N DIMENSIONS CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLO51NG DEVICE. FLOOD ZONE REQUIREMENTS: •,, "••®/ eq LL 2 B 1 - UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. Y= ,. 1 w. ®� Y �••® •• 2 Cv ur ® o @gym 2B2 - UPPER FLOOR PLAN DIMENSIONS ASPHALT SHINGLES (►F APPLICABLE): • W �- U I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R9052b.I. 0: •' 2C- 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 •• ges INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, •...••ASTM D 4869, TYPEII OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW52.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL x ' 3A1 - FRONT ELEVATION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION r I is tir % 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION CLAY AND CONCRETE TILE (IF APPLICABLE) :. THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 3A3 - FLASHING DETAILS RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAsD15 DETERMINED IN ACCORDANCE WITH d /� SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) RW5.3.3 SHALL CONFORM WITH ASTM D 226, TYPE 3A4 - FLASHING DETAILS 11; A5TM D 2626, TYPE II; OR A5TM D 1910 OR ASTM D 6580, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp IS DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 OR THE RECOMMENDATIONS O 4A -MAIN FLOOR ELECTRICAL PLAN OF RAS 118, 119 OR 120.. CHIMNEY HEIGHT REQUIREMENTS IIF APPLICABLE) : Q 4B - UPPER FLOOR ELECTRICAL PLAN 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CL05ER TUB AND SHOWER AREAS: 0 I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CII($ 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. V) RECORD COPY TERMITE PROTECTION: pmmq I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501E TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE.APPLIED INSIDE THE SLEEVE. Irvo REVIEWED FOR CODE COMPUANCE 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES; IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT rvol r LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE PLAN6 EXAMINER REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 0 _120 DAME ►� MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. ANFORD BUILDING- DIVISION 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 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 LICENSE TO PROCEED WITH THE WORK AND NOT AS (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ' AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 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 .ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TOQD REQUIRING A CORRECTION OF ERRORS IN PLANS,THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONSTRUCTION OR VIOLATIONS OF THIS CODE 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. COMPACTION TEST EXHAUST FANS AND VENTING REQUIRED (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, Results to be Verified SOFFIT, RIDGE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 at Slab Inspection TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND, THE Lj MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER , FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2600 SANEORD EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. RT " ATTENTION GENERAL CONTRACTOR / BUILDER: # 16 - 1 6 2 6 156UANCE OF PLANS FROM THIS DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REY.10-14.2015 • SHEET �9 K ro w -if to J 100 10 0 J I, W vI N r 0 N CP LjC'i Lm 00 ID r 8t COO 3�E to L = CJ C l�ti 4d o`N z �_, � JOB NUMBER 26002.082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. fl EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE 116 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUNDP�v RC`IST0vJ DRAWING INDEX ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT 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 COV GENERAL NOTES INDEX SPECIFICATIONS CORRO51ON-RE5I6TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8: ,05-18-16 COMPLETED REV15ION TO INCLUDE: / / WINDOUJ INSTALLATION 150 STATE STREET EAST 1 1 - SLAB INTERFACE PL./'1N OMMWL, I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE " 1 FLORIDA 34677 --� ADDED S FT, DOORS AT MAIN FLOOR (ONLY) PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 813. 925 .1300 T>r►.� 2A1 - MAIN FLOOR PLAN NOTES DWELLING /GARAGE OPENINGS: $13 X5.1800, W W W.L7AVISBEWS.COM THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, 50LID CORE (S.CJ OR HONEYCOMB L 2A2- MAIN FLOOR P U'1 N DIMENSIONS CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLO51NG DEVICE. FLOOD ZONE REQUIREMENTS: •,, "••®/ eq LL 2 B 1 - UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. Y= ,. 1 w. ®� Y �••® •• 2 Cv ur ® o @gym 2B2 - UPPER FLOOR PLAN DIMENSIONS ASPHALT SHINGLES (►F APPLICABLE): • W �- U I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R9052b.I. 0: •' 2C- 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 •• ges INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, •...••ASTM D 4869, TYPEII OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW52.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL x ' 3A1 - FRONT ELEVATION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION r I is tir % 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION CLAY AND CONCRETE TILE (IF APPLICABLE) :. THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 3A3 - FLASHING DETAILS RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAsD15 DETERMINED IN ACCORDANCE WITH d /� SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) RW5.3.3 SHALL CONFORM WITH ASTM D 226, TYPE 3A4 - FLASHING DETAILS 11; A5TM D 2626, TYPE II; OR A5TM D 1910 OR ASTM D 6580, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp IS DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 OR THE RECOMMENDATIONS O 4A -MAIN FLOOR ELECTRICAL PLAN OF RAS 118, 119 OR 120.. CHIMNEY HEIGHT REQUIREMENTS IIF APPLICABLE) : Q 4B - UPPER FLOOR ELECTRICAL PLAN 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CL05ER TUB AND SHOWER AREAS: 0 I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CII($ 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. V) RECORD COPY TERMITE PROTECTION: pmmq I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501E TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE.APPLIED INSIDE THE SLEEVE. Irvo REVIEWED FOR CODE COMPUANCE 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES; IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT rvol r LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE PLAN6 EXAMINER REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 0 _120 DAME ►� MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. ANFORD BUILDING- DIVISION 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 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 LICENSE TO PROCEED WITH THE WORK AND NOT AS (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ' AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 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 .ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TOQD REQUIRING A CORRECTION OF ERRORS IN PLANS,THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONSTRUCTION OR VIOLATIONS OF THIS CODE 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. COMPACTION TEST EXHAUST FANS AND VENTING REQUIRED (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, Results to be Verified SOFFIT, RIDGE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 at Slab Inspection TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND, THE Lj MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER , FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER 2600 SANEORD EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. RT " ATTENTION GENERAL CONTRACTOR / BUILDER: # 16 - 1 6 2 6 156UANCE OF PLANS FROM THIS DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REY.10-14.2015 • SHEET �9 v IN v M 10 TAPERED -� COLUMN ABV. (TYP.) e � cA N 0 _c W cq N to N •. 3'40"x3,4, TAPERED -� COLUMN ABV. (TYP.) irr�mr�rrinr�rrr ', `r JOB NUMBER 26002.082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813.92.5.1300 TEL X81133 . 900 FAX Is V U. !W a 0 w cy lu y h CC: "t 1� 0e• N 1140 0 o e �0 ' 00 11011111111111 � W `1m 0 N J a 2600 N.B. • • <, ���u�INc • TITLE • SLAB INTERFACE PLAN 11, IL SAhJi ORD R1 v2 #1.1626 SLAB INTERFACE PLAN GARAGE RIGHT x co w P -41i 0 _c W cq to N •. 3'40"x3,4, m L. L �' • A/C PAD N0.2 0 A/C PAD N0. I o:�CO LL N a 3�E O to (VERIFY (VERIFY 6 0) ZO ot © LOCATION) LOCATION) co m � co C VERIFY ACRYLIC $�� $�� I ON LANA ELEVATION l-) 0'-4" IV -2" $11 31-411Sl-211811" RECESS FOR POCKET SLIDER Q \ \ n \ PROVIDE CONDUIT IN SLAB FOR c \ ISLAND ELECTRIC oV�—� �I T_ N = REFERENCE EL ENATION c° PROVIDE WATER (+) 0' 0" LINE FOR ICE MAKER C ---, REF. L=_= J 61-211 u II 6 2141 41-511 13 -2n LINE OF TILE n I I SEAT ABV. J ELEVATION 0' 4" Cf I� SHOWER --- 2b'-10" 21-0" 3'-2"N 1'-5" " 3'-1 m 3'-6° r- F OPT. FoP_f 1 �/ J DRYER I I WASHER I n. 4'-7" \ GARDEN TUB L -_JL. -J \ / _-- N ELEVATION rjj � L.T. 11 (-) 0'-4" HEAD/ ROUGH IN ` / VALVE 14' 0" $1.011 5101 GAL. ELEVATION W.H. PAVERS O 0' 4" z I— 7 f — —I L__J I - Q 10'-4" - gol-igoll N ELEVATION ELEVATION l +) 0'-0" 3A2 ELEVATION (-) 0'-6" PAVER DRIVE / LEAD WALK 224" 40'-0" irr�mr�rrinr�rrr ', `r JOB NUMBER 26002.082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813.92.5.1300 TEL X81133 . 900 FAX Is V U. !W a 0 w cy lu y h CC: "t 1� 0e• N 1140 0 o e �0 ' 00 11011111111111 � W `1m 0 N J a 2600 N.B. • • <, ���u�INc • TITLE • SLAB INTERFACE PLAN 11, IL SAhJi ORD R1 v2 #1.1626 SLAB INTERFACE PLAN GARAGE RIGHT x co w C 0 0a. 0 _c W cq to N •. m L. L �' • 00, 2 :2 o:�CO LL N a 3�E O to 6 0) ZO ot irr�mr�rrinr�rrr ', `r JOB NUMBER 26002.082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813.92.5.1300 TEL X81133 . 900 FAX Is V U. !W a 0 w cy lu y h CC: "t 1� 0e• N 1140 0 o e �0 ' 00 11011111111111 � W `1m 0 N J a 2600 N.B. • • <, ���u�INc • TITLE • SLAB INTERFACE PLAN 11, IL SAhJi ORD R1 v2 #1.1626 SLAB INTERFACE PLAN GARAGE RIGHT I 3'4°64" 3'4"64" Q A/C PAD NO.2 A/C PAD NO. (VERIFY (VERIFY LOCATION) LOCATION) T.O.M. T.O.M. T.OM. T.OM, 9' 4" 9' 4" 9'-4" 9' 4" AFF. AFF. A.F.F. A.F.F. — — — — BOtr. OF LINTEL � — — - — — TYPICAL MASONRY - — — BOTr. OF LINTEL J — — — — — - WINDOW SCHEDULE AT V -m" AFF. WINDOW WIDTHS AT 8'-m" AFF. I LANAI 2011 2111 3111 53" 9'-4" PLT. HT. WINDOW CALL -OUTS I N. I g FAMILY ROOM MASTER SUITE PLAN W/ DIMENSIONS 36" COUNTERTOP 34 H. 15 -9 x18 -11 KNEE I 2 -STORY VOLUME 26" 12 5H 1/2 32 5H 22 5H 32 5H WALL T.O.M. OL 2-265H. 9'.4•• = 39" O 13 5H 1/2 33 5H 23 5H 33 5H J (5 9-08-0 TEMP. PKT. SLIDER Q 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H 2 STORY_ z L uM 12" 16 5H 1/2 36 5H 26 5H 36 5H C.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, Lu WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) I 3'4°64" 3'4"64" Q A/C PAD NO.2 A/C PAD NO. (VERIFY (VERIFY LOCATION) LOCATION) T.O.M. T.O.M. T.OM. T.OM, 9' 4" 9' 4" 9'-4" 9' 4" AFF. AFF. A.F.F. A.F.F. 10'-10"x8'-9" VOL E 9'-4" FLAT CLG. TILE I CPT. — — — — BOtr. OF LINTEL � — — - — — — — — — — BOtt. OF LINTEL �— - - — — BOTr. OF LINTEL J — — — — — - OF LINTEL AT V -m" AFF. AT s' -m" AFF. AT 8'-m" AFF. I LANAI REFER TO SHEET U, a 9'-4" PLT. HT. AT 84" A.F.F. 2A2 FOR MAIN FLOOR I N. I g FAMILY ROOM MASTER SUITE PLAN W/ DIMENSIONS 10'-10"x8'-9" VOL E 9'-4" FLAT CLG. TILE I CPT. LANAI ACRYLIC VERION OF LINTEL Z I Ica 40 -0 x10 -0 LANAI BOTT. U, a 9'-4" PLT. HT. AT 84" A.F.F. I N. I g FAMILY ROOM MASTER SUITE - o `r +- m 36" COUNTERTOP 34 H. 15 -9 x18 -11 KNEE I 2 -STORY VOLUME 11'-9"x15'-1" 9'-4 FLAT CLG. m� WALL T.O.M. OL 2-265H. 9'.4•• 3-26 SH. HD. AT 84" HD. AT 8'-0" 9-08-0 TEMP. PKT. SLIDER H.B. oBRKFST' 2 STORY_ L uM 10'-10"x8'-9" VOL E 9'-4" FLAT CLG. TILE I CPT. Lu 0.= \�\ NotE: * * * * DAVIS BEWS o i O o \ \ ALL INTERIOR G.G. VERIFY 84" H. DESIGN GROVP \ \ ANGLED WALLS INTERIOR DOORS * * * * * * * o ALL EMERGENCY ESCAPE AND RESCUE G.C. VERIFY CA51NEr5 �s ARE AT 45° (UN.O.) AT MAIN FLOOR ARGN FROM a t50 STATE STRJ T EAST OPENINGS SHALL COMPLY WITH R31m ABOVE EXHAUST HOOD t0 O o o Qis�o I * * * * _ O�nR., FLOMA 3�n PER F.5*.R. -*TH EDITION (2014. * EXTEND UP TO CEILING. — I o 8 m TO 8 8 813.99 925.1300 .180o TEL X O " I _ LINE OF SECOND FLOOR ABV. _ _� — — — www�nvrssEwscOrn 000 _ _ , T KITCHEN _ 36" H. CONTINUOUS 9' 4" , , — R/5_ T 0 9'-4" FLAT CLG. I GRASPABLE CLG. TURN OUT RAILING I; `� F ®•�e.o...,,� �i,�j'i�� 9 i`b� I I 9'-4" ( �, '. sus err ® e� Q, OVEN/ TILE GPT. STAIR DATA: ti� CLG.0 C4 W'+°� o MICRO IS RISERS AT — q N®� cv 131" EACH R/5 91-411 I W °" 1LU � �C x --_— C9® 10,00 TREADS o — — CLG. a2 — — — � 9'-4" 2 TOY ®, +f ®� g r OPT. REF. I 2-mx8-m CLG. V LU LANDING E ss4 ®• CLG. (2) I -6x8 -m I 24" PEEP I A a w►°°,� O.H.G.— _ - — - 2 sxs m CLG. R/S II � CPT. TILE SLOPING FLAT HEADER CLG. M. BATH AT 6-o" — — — — PWDR. cLG! g 4 y ARCH FROM — — — I �' - 5 5H. "I' S H. 8'-m" TO 8'-81, � A� I TILE SEAT 2-8x8-0 34 H. J o W.G. DINING � � = TEMP. GLS. ON LOW WALL 11'-0"x10'-9" I I 2G' �' 1, — 42" LOW WALL a' UNDER 9'-4" FLAT CLG. CPT.I `J TILE Q `� I I 9'-41 , 9'-4" 22 H COUNTERTOP 9' 4" I CLG. GLG. TUB DECK CLG. I I UTIL o N ( N (-OPT. - FOPT. — -I SHOWER GARDEN 2 26 SH. L" m o I DRYER I I WASHER I HEAD/ TUB " HE). At 8' m" I SH.T VALVE a ,��` FLUSH FRAME DRYER �' PAVERS GROIUN STANDARD TO PURRING VENT .m INSULATE HANSEN \ I IN FOYER WALL FLAT HEADER SOFFIT BOTT. L.t. � AT 8'-4" AFF, AT V -m" AFF. BOXY HANGI'N - ,, ROUGH -IN PORCH 5m GAL. W.H. 18 -0 x8 -0 ANGLED SOFFIT 9'-4" PLT. HT. SEE DETAIL ON I 5HT. 2C (CENTER ---------- ------ ON DRYER VENT) 2'-m'x3'-m" a . SOFFIT FOR A/C DUCT BOTTOM AT TAPERED FLAT HEADER FLAT HEADER AT 8'-4" AFF. AT V-4" AFF. COLUMN I GARAGE (SEE ELEVJ AA L — — ,J 20'-8"x21'-0" \LDI 0 3A2 54"x22" ATTIC ACCE66 9'-4" PLT. HT. REFER TO SHEET F_r� r*4 2A2 FOR MAIN FLOOR,Ft� _ _ _ _ _ _ _ _ _ _ _ u PLAN W/ DIMENSIONS i- — — — — LINE OF GARAGE DOOR IN OPEN POSITION — — - - 1 626,. and I (0 HATCHING LEGEND INSULATE WALL 16-mxI-0O.H. GARAGE DOOR T.OM, 9'-4" PAVER DRIVE / 'LEAD WALK AFF. MAIN FLOOR PLAN NOTES GARAGE RIGHT 2600 • • x 0 w C 0 0 Lo ro to � N0 IN I co N 0 04 0 �MLM 0 C0 .c w m o O��h 0 Zr��r Ica Lu 0.= \�\ NotE: * * * * DAVIS BEWS o i O o \ \ ALL INTERIOR G.G. VERIFY 84" H. DESIGN GROVP \ \ ANGLED WALLS INTERIOR DOORS * * * * * * * o ALL EMERGENCY ESCAPE AND RESCUE G.C. VERIFY CA51NEr5 �s ARE AT 45° (UN.O.) AT MAIN FLOOR ARGN FROM a t50 STATE STRJ T EAST OPENINGS SHALL COMPLY WITH R31m ABOVE EXHAUST HOOD t0 O o o Qis�o I * * * * _ O�nR., FLOMA 3�n PER F.5*.R. -*TH EDITION (2014. * EXTEND UP TO CEILING. — I o 8 m TO 8 8 813.99 925.1300 .180o TEL X O " I _ LINE OF SECOND FLOOR ABV. _ _� — — — www�nvrssEwscOrn 000 _ _ , T KITCHEN _ 36" H. CONTINUOUS 9' 4" , , — R/5_ T 0 9'-4" FLAT CLG. I GRASPABLE CLG. TURN OUT RAILING I; `� F ®•�e.o...,,� �i,�j'i�� 9 i`b� I I 9'-4" ( �, '. sus err ® e� Q, OVEN/ TILE GPT. STAIR DATA: ti� CLG.0 C4 W'+°� o MICRO IS RISERS AT — q N®� cv 131" EACH R/5 91-411 I W °" 1LU � �C x --_— C9® 10,00 TREADS o — — CLG. a2 — — — � 9'-4" 2 TOY ®, +f ®� g r OPT. REF. I 2-mx8-m CLG. V LU LANDING E ss4 ®• CLG. (2) I -6x8 -m I 24" PEEP I A a w►°°,� O.H.G.— _ - — - 2 sxs m CLG. R/S II � CPT. TILE SLOPING FLAT HEADER CLG. M. BATH AT 6-o" — — — — PWDR. cLG! g 4 y ARCH FROM — — — I �' - 5 5H. "I' S H. 8'-m" TO 8'-81, � A� I TILE SEAT 2-8x8-0 34 H. J o W.G. DINING � � = TEMP. GLS. ON LOW WALL 11'-0"x10'-9" I I 2G' �' 1, — 42" LOW WALL a' UNDER 9'-4" FLAT CLG. CPT.I `J TILE Q `� I I 9'-41 , 9'-4" 22 H COUNTERTOP 9' 4" I CLG. GLG. TUB DECK CLG. I I UTIL o N ( N (-OPT. - FOPT. — -I SHOWER GARDEN 2 26 SH. L" m o I DRYER I I WASHER I HEAD/ TUB " HE). At 8' m" I SH.T VALVE a ,��` FLUSH FRAME DRYER �' PAVERS GROIUN STANDARD TO PURRING VENT .m INSULATE HANSEN \ I IN FOYER WALL FLAT HEADER SOFFIT BOTT. L.t. � AT 8'-4" AFF, AT V -m" AFF. BOXY HANGI'N - ,, ROUGH -IN PORCH 5m GAL. W.H. 18 -0 x8 -0 ANGLED SOFFIT 9'-4" PLT. HT. SEE DETAIL ON I 5HT. 2C (CENTER ---------- ------ ON DRYER VENT) 2'-m'x3'-m" a . SOFFIT FOR A/C DUCT BOTTOM AT TAPERED FLAT HEADER FLAT HEADER AT 8'-4" AFF. AT V-4" AFF. COLUMN I GARAGE (SEE ELEVJ AA L — — ,J 20'-8"x21'-0" \LDI 0 3A2 54"x22" ATTIC ACCE66 9'-4" PLT. HT. REFER TO SHEET F_r� r*4 2A2 FOR MAIN FLOOR,Ft� _ _ _ _ _ _ _ _ _ _ _ u PLAN W/ DIMENSIONS i- — — — — LINE OF GARAGE DOOR IN OPEN POSITION — — - - 1 626,. and I (0 HATCHING LEGEND INSULATE WALL 16-mxI-0O.H. GARAGE DOOR T.OM, 9'-4" PAVER DRIVE / 'LEAD WALK AFF. MAIN FLOOR PLAN NOTES GARAGE RIGHT 2600 Ica N. I g FAMILY ROOM MASTER SUITE - o `r +- m 36" COUNTERTOP 34 H. 15 -9 x18 -11 KNEE I 2 -STORY VOLUME 11'-9"x15'-1" 9'-4 FLAT CLG. WALL Lu 0.= \�\ NotE: * * * * DAVIS BEWS o i O o \ \ ALL INTERIOR G.G. VERIFY 84" H. DESIGN GROVP \ \ ANGLED WALLS INTERIOR DOORS * * * * * * * o ALL EMERGENCY ESCAPE AND RESCUE G.C. VERIFY CA51NEr5 �s ARE AT 45° (UN.O.) AT MAIN FLOOR ARGN FROM a t50 STATE STRJ T EAST OPENINGS SHALL COMPLY WITH R31m ABOVE EXHAUST HOOD t0 O o o Qis�o I * * * * _ O�nR., FLOMA 3�n PER F.5*.R. -*TH EDITION (2014. * EXTEND UP TO CEILING. — I o 8 m TO 8 8 813.99 925.1300 .180o TEL X O " I _ LINE OF SECOND FLOOR ABV. _ _� — — — www�nvrssEwscOrn 000 _ _ , T KITCHEN _ 36" H. CONTINUOUS 9' 4" , , — R/5_ T 0 9'-4" FLAT CLG. I GRASPABLE CLG. TURN OUT RAILING I; `� F ®•�e.o...,,� �i,�j'i�� 9 i`b� I I 9'-4" ( �, '. sus err ® e� Q, OVEN/ TILE GPT. STAIR DATA: ti� CLG.0 C4 W'+°� o MICRO IS RISERS AT — q N®� cv 131" EACH R/5 91-411 I W °" 1LU � �C x --_— C9® 10,00 TREADS o — — CLG. a2 — — — � 9'-4" 2 TOY ®, +f ®� g r OPT. REF. I 2-mx8-m CLG. V LU LANDING E ss4 ®• CLG. (2) I -6x8 -m I 24" PEEP I A a w►°°,� O.H.G.— _ - — - 2 sxs m CLG. R/S II � CPT. TILE SLOPING FLAT HEADER CLG. M. BATH AT 6-o" — — — — PWDR. cLG! g 4 y ARCH FROM — — — I �' - 5 5H. "I' S H. 8'-m" TO 8'-81, � A� I TILE SEAT 2-8x8-0 34 H. J o W.G. DINING � � = TEMP. GLS. ON LOW WALL 11'-0"x10'-9" I I 2G' �' 1, — 42" LOW WALL a' UNDER 9'-4" FLAT CLG. CPT.I `J TILE Q `� I I 9'-41 , 9'-4" 22 H COUNTERTOP 9' 4" I CLG. GLG. TUB DECK CLG. I I UTIL o N ( N (-OPT. - FOPT. — -I SHOWER GARDEN 2 26 SH. L" m o I DRYER I I WASHER I HEAD/ TUB " HE). At 8' m" I SH.T VALVE a ,��` FLUSH FRAME DRYER �' PAVERS GROIUN STANDARD TO PURRING VENT .m INSULATE HANSEN \ I IN FOYER WALL FLAT HEADER SOFFIT BOTT. L.t. � AT 8'-4" AFF, AT V -m" AFF. BOXY HANGI'N - ,, ROUGH -IN PORCH 5m GAL. W.H. 18 -0 x8 -0 ANGLED SOFFIT 9'-4" PLT. HT. SEE DETAIL ON I 5HT. 2C (CENTER ---------- ------ ON DRYER VENT) 2'-m'x3'-m" a . SOFFIT FOR A/C DUCT BOTTOM AT TAPERED FLAT HEADER FLAT HEADER AT 8'-4" AFF. AT V-4" AFF. COLUMN I GARAGE (SEE ELEVJ AA L — — ,J 20'-8"x21'-0" \LDI 0 3A2 54"x22" ATTIC ACCE66 9'-4" PLT. HT. REFER TO SHEET F_r� r*4 2A2 FOR MAIN FLOOR,Ft� _ _ _ _ _ _ _ _ _ _ _ u PLAN W/ DIMENSIONS i- — — — — LINE OF GARAGE DOOR IN OPEN POSITION — — - - 1 626,. and I (0 HATCHING LEGEND INSULATE WALL 16-mxI-0O.H. GARAGE DOOR T.OM, 9'-4" PAVER DRIVE / 'LEAD WALK AFF. MAIN FLOOR PLAN NOTES GARAGE RIGHT 2600 40'-0" 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925. 1800 FAX i W W W.DAVISBEWS COM TAMP . 19 ��®®•i®N®®�®®�®2mo aq • LL A%IEY UJ d m • , v • W az W 00 i kao 0 N J F- 2600 �����iN� • TITLE • MAIN FLOOR PLAN USANFORD DIMENSIONS - #16--1626 - MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT I'-4" • • x (a �; 0 �s• 6 0 0 E 410 U to o J N �, aT 0 CIA N d . r >JM oCOlL ro. T1 ti J V O 0 c 0 i U.t roe) ; cy_ 0 .— o`�ro~ Z 20 .011 REFER TO 5HEET 2A FOR MAIN FLOOR PLAN W1 NOTES `�------------------------- `° —-------- -----� LANAI I I 811, 31.411 9'-2" M,O, 8" 1 2.8 8. 6.. 81-5111 v BRKFST FAMILY ROOM - �- MASTER SUITE O "m � O00, — 0 _ 041 KITCHEN 31.411 8 3'-4" M --�� 9 -- -- cz N f�1 Q7 ---- PWDR 611 m — 1 4.. 5' 10" 4'-8" 6° 6'-1" 2'-7" `^ I 5'-8" K, 21-611I e M. BATH - DINING T I I $, I 12'-4" 5' 8" 3' 8" 61_2" 31_611 I' 8" 6'-4" M — UTIL. o N L. -- �* 16'4" M 6'-6" 4'-6" M.O. 8" PORCH - _` '-- "24 �— — — — — — — — — — — — — — — — — — GARAGE 181.0 -------------------- 1k 1k m 1k I I I I I I I REFER TO SHEET 2AI FOR MAIN FLOOR PLAN W/ NOTES IS' -0" 3'-0" 16'-0" M.O. 3'-0" 22'-01, 40'-0" 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925. 1800 FAX i W W W.DAVISBEWS COM TAMP . 19 ��®®•i®N®®�®®�®2mo aq • LL A%IEY UJ d m • , v • W az W 00 i kao 0 N J F- 2600 �����iN� • TITLE • MAIN FLOOR PLAN USANFORD DIMENSIONS - #16--1626 - MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT • • x (a �; 0 �s• 6 0 0 E 410 U to o J N �, aT 0 CIA N d . r >JM oCOlL ro. T1 ti J V O 0 c 0 i U.t roe) ; cy_ 0 .— o`�ro~ Z 20 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925. 1800 FAX i W W W.DAVISBEWS COM TAMP . 19 ��®®•i®N®®�®®�®2mo aq • LL A%IEY UJ d m • , v • W az W 00 i kao 0 N J F- 2600 �����iN� • TITLE • MAIN FLOOR PLAN USANFORD DIMENSIONS - #16--1626 - MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT 11 11 1111 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5 -C-R - 5TH EDITION (2014). CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 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 RB.C.R. - 5TH EDITION 12014) R1121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 TYPICAL WOOD FRAME K ro WINDOW SCHEDULE LO J rO WINDOW WIDTHS J �W 0do 21011 2411 3611. 4811 WINDOW CALL -OUTS L. 0 e� 0 2 �J�o ( 2011 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W N ro h O z 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. = J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 4811 0 1840 5H 2040 5H 3040 5H 4040 5H Z 60" 3 1850 5H 2050 5H 3050 5H 4050 5H 22" 1860 5H 2060 5H 3060 5H 4060 5H �c G.G. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8MANUFACTURER AND 51"ECIFIGATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5 -C-R - 5TH EDITION (2014). CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 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 RB.C.R. - 5TH EDITION 12014) R1121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 150 STATE STREET EAST OLDSMAR,; FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM T ER 4 t e®eseeeej e' ®e®,'Ir®'`rip 63v A:* e 4 0 5+ N e e 0 se I O 0 I 2x6 EXTERIOR ■■�■ FRAME WALL (UN.O.) a >= 0 N J J 2600 3�r'o ' #16-162.6 UPPER FLOOR PLAN NOTES GARAGE RIGHT K ro LO J rO J �W 0do N to 2N�M W m > PJM L. 0 e� 0 2 �J�o o:� 0 U. p N ro h O z 150 STATE STREET EAST OLDSMAR,; FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM T ER 4 t e®eseeeej e' ®e®,'Ir®'`rip 63v A:* e 4 0 5+ N e e 0 se I O 0 I 2x6 EXTERIOR ■■�■ FRAME WALL (UN.O.) a >= 0 N J J 2600 3�r'o ' #16-162.6 UPPER FLOOR PLAN NOTES GARAGE RIGHT 150 STATE STREET EAST OL)SMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DA BEWSCAM T • .•W A� U.Of •� ®!.� 0 1� i o z 0 -m z �c 00 �c 0 N J a 2600 Ac \A D//V USANFIOIRD #16-1626 UPPER FLOOR PLAN DIMENSIONS- ECALE:GARAGE RIGHT • x R w C V to to 0 0 J �� N N U�do 0000) sm N d 6 >;JM iL 00 . �° 'OJTE O 0% C00 [=Lcu _;O% CJ 0i f0 t- (40o C Z r G 7 150 STATE STREET EAST OL)SMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DA BEWSCAM T • .•W A� U.Of •� ®!.� 0 1� i o z 0 -m z �c 00 �c 0 N J a 2600 Ac \A D//V USANFIOIRD #16-1626 UPPER FLOOR PLAN DIMENSIONS- ECALE:GARAGE RIGHT TRU55E5 ATTIC ACCESS DETAIL 5CALE: 1/2" = I'-0" an 51/4" GROWN MOULDING SMOOTH FIN15H W/ SEMI GLO55 PAINT 31/4" 515E BD. ("443) FOYER ARCH • ` 5CALE: 1/4" - I'-0" x m C ° g Ow J OPEN 51/4" GROWN MOULDING SMOOTH FIN15H W/ SEMI GLO55 PAINT 31/4" 515E BD. ("443) FOYER ARCH • ` 5CALE: 1/4" - I'-0" G.G. VERIFY SHIM A5 POP-UP OUTLETS REQ'D. CEILING 4" DIA.- DRYER IA. DRYER 1 CA51NG DUCT 2x STUDS (PER 0„ STD. PLAN) BASE CABINET 1/16" 0.5.13. BACKING DRYER VENT DETAIL 150 STATE T I/2" DRYWALL cxSMntt, tLo>zron 34677 813.925.1300 TEL SCALE: 1/4": P-0" 813. 925. 1800 FAX CALI. TOP �.DA�B�&CoM rA�vc vRR 5CALE: 1/2" - 1'-0" T. i FAIR NOTES: RAILING BALU5TER5 SHALL BE SPAGED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN 51DE OF A STAIRWAY ARE PERMITTED TO BE A SUCH A 51ZE THAT A 5PHERE OF 6 INCHES CANNOT PA55 THROUGH OPENINGS FOR REQUIRED GUARDS ON THE 51DE5 OF STAIR TREADS 5HALL NOT ALLOW A 5PHERE 4 3/8 INCHES TO PA55 THROUGH HANDRAILS HANDRAILS FOR STAIRWAYS 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS, HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAIL$ TO COMPLY WITH FBC R301 AND TABLE 83015 PER R13C.R. - 5TH EDITION (2014). * * * * * * Lam% (y Lu LA zo coa ® •• A* 4 O 0 0 G■iw■■ W (1) TO HALL 42" H. LOW WALL 0 0 3/4 PLYWD. 3/4 PLYWD. DECKING DECKING FLOOR 5Y5TEM FLOOR FLOOR I" N051NG--•- FLOOR - - - - - 5Y5TEM (TYP.) BEYOND -� SYSTEM SYSTEM -----._=- 1(0.00 o (TYP.) \ \ BEAM 36" H. BEAM kmo \ = RAILING Ix - TREADS 0 (TYP.)f2xTREAD5 10.00" 2x8 AND R15ER5 N ITYPJ LEDGER --,2x - - STRINGERS Lu TO = _ _ - (2) 2x8 >= «�" l2) 2x8 MASTER - - _ BEAMS ot AND Ix RISERS LL, - _ SUITL = - - � 5TAIR TURNS BEAMS 1" NOSING z = _ _ 90°7 0 l TYP) l TVP.) � STORAGE 2x STRINGERS = UNDER • STAIRS 1E STAIRS IN LANDING 8 TREADS AT 10.00" EACH FOREGROUND LANDING � 8 TREADS AT 10.00" EACH 2600 UNDER-5TAIR PROTECTION STAIR SECTION ' ENCLOSED ACCE551BLE SPACE UNDER STAIRS 5HALL 5CALE: I/4" = I' -m" HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT (SSANFORD TITLE • PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM PLAN DETAILS BOARD PER F.B.C., - 5TH EDITION (2014) 8302.1 - #16 1 626 10 ' PLAN DETAILS- 5CALE; 1/4" : I4" GARAGE RIGHT x m C ° g Ow J > t C4 3�,�'• 00 ro = r• OicO tl.M ro0 N 0 0 C Z�Ld G.G. VERIFY SHIM A5 POP-UP OUTLETS REQ'D. CEILING 4" DIA.- DRYER IA. DRYER 1 CA51NG DUCT 2x STUDS (PER 0„ STD. PLAN) BASE CABINET 1/16" 0.5.13. BACKING DRYER VENT DETAIL 150 STATE T I/2" DRYWALL cxSMntt, tLo>zron 34677 813.925.1300 TEL SCALE: 1/4": P-0" 813. 925. 1800 FAX CALI. TOP �.DA�B�&CoM rA�vc vRR 5CALE: 1/2" - 1'-0" T. i FAIR NOTES: RAILING BALU5TER5 SHALL BE SPAGED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN 51DE OF A STAIRWAY ARE PERMITTED TO BE A SUCH A 51ZE THAT A 5PHERE OF 6 INCHES CANNOT PA55 THROUGH OPENINGS FOR REQUIRED GUARDS ON THE 51DE5 OF STAIR TREADS 5HALL NOT ALLOW A 5PHERE 4 3/8 INCHES TO PA55 THROUGH HANDRAILS HANDRAILS FOR STAIRWAYS 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS, HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAIL$ TO COMPLY WITH FBC R301 AND TABLE 83015 PER R13C.R. - 5TH EDITION (2014). * * * * * * Lam% (y Lu LA zo coa ® •• A* 4 O 0 0 G■iw■■ W (1) TO HALL 42" H. LOW WALL 0 0 3/4 PLYWD. 3/4 PLYWD. DECKING DECKING FLOOR 5Y5TEM FLOOR FLOOR I" N051NG--•- FLOOR - - - - - 5Y5TEM (TYP.) BEYOND -� SYSTEM SYSTEM -----._=- 1(0.00 o (TYP.) \ \ BEAM 36" H. BEAM kmo \ = RAILING Ix - TREADS 0 (TYP.)f2xTREAD5 10.00" 2x8 AND R15ER5 N ITYPJ LEDGER --,2x - - STRINGERS Lu TO = _ _ - (2) 2x8 >= «�" l2) 2x8 MASTER - - _ BEAMS ot AND Ix RISERS LL, - _ SUITL = - - � 5TAIR TURNS BEAMS 1" NOSING z = _ _ 90°7 0 l TYP) l TVP.) � STORAGE 2x STRINGERS = UNDER • STAIRS 1E STAIRS IN LANDING 8 TREADS AT 10.00" EACH FOREGROUND LANDING � 8 TREADS AT 10.00" EACH 2600 UNDER-5TAIR PROTECTION STAIR SECTION ' ENCLOSED ACCE551BLE SPACE UNDER STAIRS 5HALL 5CALE: I/4" = I' -m" HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT (SSANFORD TITLE • PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM PLAN DETAILS BOARD PER F.B.C., - 5TH EDITION (2014) 8302.1 - #16 1 626 10 ' PLAN DETAILS- 5CALE; 1/4" : I4" GARAGE RIGHT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING 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 TPICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.2 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEIGHT3 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED 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 F-13-C.R. - 57H EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.5.G.R. - 5TH EDITION (2014) R3122 ROUNDED TOP FOR WATER RUN OFF PRE -FINISHED STYROFOAM = OR EQUAL BRACKET d FRONT VIEW SIDE VIEW DECORATIVE BRACKET DETAIL SCALE: 1/2" : 1411 PLT, HT, 4" BANDING — (TYP.) DECORATIVE - FIXED SHUTTERS e (TYP.) SECOND F.F. LINE T.O.M. 6" BANDING - TEXTURED FINISH 6' SMOOTH -� STUCCO FINISH MAIN F.F. LINE_ GRApE LINE �.�.J (ASSUMED) NO G.C. VERIFY ALUMINUM OVER 2x6 SUB -FASCIA (TYPICAL) STUCCO FINISH 7 d 0, F c: °_ -� o Z K ro ROOF d Lo r0 STUCCO 0 J PLT. HT. Lu I N ti a w IA YIR0 X } 1t1 t=- � > M _fl �co �' 0 0 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 TPICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.2 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEIGHT3 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED 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 F-13-C.R. - 57H EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.5.G.R. - 5TH EDITION (2014) R3122 ROUNDED TOP FOR WATER RUN OFF PRE -FINISHED STYROFOAM = OR EQUAL BRACKET d FRONT VIEW SIDE VIEW DECORATIVE BRACKET DETAIL SCALE: 1/2" : 1411 PLT, HT, 4" BANDING — (TYP.) DECORATIVE - FIXED SHUTTERS e (TYP.) SECOND F.F. LINE T.O.M. 6" BANDING - TEXTURED FINISH 6' SMOOTH -� STUCCO FINISH MAIN F.F. LINE_ GRApE LINE �.�.J (ASSUMED) NO G.C. VERIFY ALUMINUM OVER 2x6 SUB -FASCIA (TYPICAL) STUCCO FINISH 7 JOB NUMBER 26002.082 CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 12 d 0, F c: °_ -� o 4INGLE K ro ROOF d Lo r0 STUCCO 0 J PLT. HT. I N ti IA YIR0 M > M �co �' 0 0 C o o LLT rod, r= m o 0 40 z°v JOB NUMBER 26002.082 CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 12 d 0, F c: °_ -� o 4INGLE ROOF -- SHINGLE ROOF �- ROOF d T.O.M.�•.���eA� STUCCO FINISH PLT. HT. 4" BANDING (TYP) 150 STATE STREET EAST OMSMAR, FLORIDA 39677 813.925.1300 TEL DECORATIVE DECORATIVE 813.925.1800 FAX FIXED SHUTTERS &%� Ewscoivc DECORATIVE BRACKET (SEE fit GABLE LOUVER DETAIL) (TYR) ITYPJ1 r�- N 12 6" TRIM BD. uu ``t : � N 1 STUCCO 3'•I0" 3'-I0" SHINGLE FINISH SECOND FF. LINE d 0, F c: °_ -� o to ROOF -- SHINGLE ROOF �- ' '� c 6® ��.. d T.O.M.�•.���eA� 0 6" BANDING w 111 N 211 5 1/4" CROWN MOULDING 811 N COACH LIGHT (TYP.)IF 11 1 00 o 00 gLipTEXTUREDIF FINISH e n0 II 20 SQ. MAIN FF. LINE TEMP. SIDE LT. GRADE LINE (A55UMED) FRONT ELEVATION w SCALE: I/4" : 1'-0" 1„ a TYP. WINDOW/ DOOR TRIM DETAIL SCALE: I/21 = 11 01 #16 _ 1 626 ELEVATION "All GARAGE RIGHT 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. * * * * * * * * ---------- ----f—---------------L-------------- — I I LANAI ROOF VENT REQUIREMENTS iII4:12 do f �Q 4 VENTILATION CALCULATIONS ATTIC - I AREA = 400 SQ. FT. / 300 =1.33 SQ. FT. X 144 =192 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 96.00 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 I I HALF AT LOW SOFFIT / EAVE VENTS = 96.00 SQ. IN. ACTUAL SOFFIT VENTILATION = 582.0 SQ. IN. I �, I yA OFF -RIDGE �R VENT (TYP.) � D O UPPER ROOF VENT REQUIREMENTS 6:12 RIDGE 6:12 VENTILATION CALCULATIONS I t I ATTIC AREA =1454 SQ. FT. / 300 = 4.85 SQ. FT. I X 144 = 698 SQ. IN. I I I I I I HALF AT UPPER 2/3 ROOF VENTS = 348.96 SQ. IN. I �, # UPPER 2/3 ROOF VENTS REQUIRED = 3 i s' HALF AT LOW SOFFIT / EAVE VENTS = 348.96 SQ. IN. ACTUAL SOFFIT VENTILATION =1480.8 SQ. IN. HATCHING INDICATES LINE OF RECE56 IN TRUSSES oa FOR HANGING A/H I ---------------------------- I ------ I I IL -J LJ I 6:12 9 � I 6:12 ATTENTION TRU55 MANUF.: I RAISE PEEL AT HIGHER PITCHED ROOF IF ADJACENT TO A LOWER PITCHED ROOF TO ENSURE FASCIAS I m I AT BOTH ROOF PITCHES ALIGN AA (AT ALL APPLICABLE LOCATIONS) I o a co I GARAGE / PORCH ROOF ROOF PLAN VENT REQUIREMENTS VENTILATION CALCULATIONS SCALE: 1/8" : I'-0" ATTIC AREA = 621 SQ. FT. / 300 = 2.07 SQ. FT. X 144 = 298 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =149.04 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 2 HALF AT LOW SOFFIT / EAVE VENTS =149.04 SQ. IN. ACTUAL SOFFIT VENTILATION = 514.1 SQ. IN. 11/2" THICK SAND FINISH KEYSTONE 777 IIF APPLICABLE) RA15ED SAND FIN16H TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS r0 BE PER F.B.C.R - 5TH 3/4° EDITION (2014) R103b] AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" : I'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 (VERIFY W/ TRU55 MANUR) 12 6(� Q6 -� ROOF TRU55E5 AT 24" O.C. —� (TYPICAL) OPEN LOFT =9ip 42„ H LOW WALL _ 4D a4 FLOOR 5Y5TEM OPEN TO BEAM PORCH DINING CONG L L LINTEL BRK =ST,LANAI L DD KITC EN SECTION AA SCALE: 1/8" : 14" SHINGLE ROOF PLT. HL - - - PLT. HT. SHINGLE /STUCCO @ ROOF ROOF SHINGLE FINISH � 8.. 12 STUCCO a 4 12Lu 5ECOND FF. LINE 8" SECOND F.F. LINE - �� - — FIN15H 6 BANDING 6 T.O.M. `° T.OM. T.OM. TEXTURED FIN15H MAIN F.F. LINE x m Z 150 STATE STREET EAST 0 -' O rA 0) 2NM w w a > 3JcNn jL d, X TYP. RETURN AT SIDES } 111 813.925.1800 FAX WWW.DAVISBEW&COM � E [`.L 100, TAMP • DENVER. � 111 _ _ - MAIN FF. LINE _ _ _ INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS r0 BE PER F.B.C.R - 5TH 3/4° EDITION (2014) R103b] AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" : I'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 (VERIFY W/ TRU55 MANUR) 12 6(� Q6 -� ROOF TRU55E5 AT 24" O.C. —� (TYPICAL) OPEN LOFT =9ip 42„ H LOW WALL _ 4D a4 FLOOR 5Y5TEM OPEN TO BEAM PORCH DINING CONG L L LINTEL BRK =ST,LANAI L DD KITC EN SECTION AA SCALE: 1/8" : 14" SHINGLE ROOF PLT. HL - - - PLT. HT. SHINGLE /STUCCO @ ROOF ROOF SHINGLE FINISH � 8.. 12 STUCCO a 4 12Lu 5ECOND FF. LINE 8" SECOND F.F. LINE - �� - — FIN15H 6 BANDING 6 T.O.M. `° T.OM. T.OM. TEXTURED FIN15H MAIN F.F. LINE • JOB NUMBER 26002.082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 x m C U LID . N 150 STATE STREET EAST 0 -' N ' rA 0) 2NM OUXMAR, FLORIDA 34677 813.925.1300 TEL > 3JcNn jL d, • � 00 �° r n0 TYP. RETURN AT SIDES .� 6' o 813.925.1800 FAX WWW.DAVISBEW&COM E [`.L 100, TAMP • DENVER. /`N 0*'� _ _ - MAIN FF. LINE _ _ _ 6. z ' _ - _ MAIN F.F. LINE k `-4 • JOB NUMBER 26002.082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 GRADE LINE y� 'LuLL •.p®/ �� r LEFT ELEVATION . SCALE: ]/a" = 14"'. • • ' 4 ••s®ea» 612 /SH12INGLE Q6 tt ROOF PLT. Nr. F.G. PLT. NT.STUCC FIN15H STUCCO FIN15H N FINISH MM W T *12 6 D a SECOND FF. LINE 4p SHINGLE N 4 SECOND FF. LINE V w T.OM. _ ROOF T.O.M. I A TEXTURED m TEXTURED FIN15H CO FINISH MAIN FF. LINE DEITEMP.U MAIN FF, LINE 0 GRADE LINE 77 ]ASSUMED) REAR ELEVATION SCALE: I/8" = I'-0" ' 120 6� NQ6 LBNINGLE ROOF>= - - PLT. HT.- f O /STUCCO SHINGLE FIN15H ROOF J 'LN Lu 12 /SHINGLE 12 6 ROOF 8" SECOND FF. LINE g X14 _ SECOND FF, LINE TOM. T.O.M. _ cD • 2600 2'-0° TYP. /TEXTURED /TEXTURED TEXTURED AST SIDES FIN15H 7 TURN TEMP. � FINISH * oro FINISH / TITLE • MAIN FF. LINE _ _ MAIN F.F. LINE SIDES AND REAR ELEVATIONS - - - - - - - - - ROOF PLAN GRADE LINE --/BUILDING SECTION (ASSUMED)DETAILS SANF'fJRD RIGHT ELEVATION 'PA RL��� SCALE: I/8" -- 1'-0" 1 6,z 6. ELEVATIONA GARAGE RIGHT 150 STATE STREET EAST 2'-0" OUXMAR, FLORIDA 34677 813.925.1300 TEL /TEXTURED FIN15H � d, /TEXTURED FIN15H � TYP. RETURN AT SIDES 813.925.1800 FAX WWW.DAVISBEW&COM TAMP • DENVER. _ _ - MAIN FF. LINE _ _ _ _ - _ MAIN F.F. LINE k `-4 GRADE LINE y� 'LuLL •.p®/ �� r LEFT ELEVATION . SCALE: ]/a" = 14"'. • • ' 4 ••s®ea» 612 /SH12INGLE Q6 tt ROOF PLT. Nr. F.G. PLT. NT.STUCC FIN15H STUCCO FIN15H N FINISH MM W T *12 6 D a SECOND FF. LINE 4p SHINGLE N 4 SECOND FF. LINE V w T.OM. _ ROOF T.O.M. I A TEXTURED m TEXTURED FIN15H CO FINISH MAIN FF. LINE DEITEMP.U MAIN FF, LINE 0 GRADE LINE 77 ]ASSUMED) REAR ELEVATION SCALE: I/8" = I'-0" ' 120 6� NQ6 LBNINGLE ROOF>= - - PLT. HT.- f O /STUCCO SHINGLE FIN15H ROOF J 'LN Lu 12 /SHINGLE 12 6 ROOF 8" SECOND FF. LINE g X14 _ SECOND FF, LINE TOM. T.O.M. _ cD • 2600 2'-0° TYP. /TEXTURED /TEXTURED TEXTURED AST SIDES FIN15H 7 TURN TEMP. � FINISH * oro FINISH / TITLE • MAIN FF. LINE _ _ MAIN F.F. LINE SIDES AND REAR ELEVATIONS - - - - - - - - - ROOF PLAN GRADE LINE --/BUILDING SECTION (ASSUMED)DETAILS SANF'fJRD RIGHT ELEVATION 'PA RL��� SCALE: I/8" -- 1'-0" 1 6,z 6. ELEVATIONA GARAGE RIGHT BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF #1 ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING_ 09L BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A SEE NOTE #2 ----/ f 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 FLASHING .. ........ . x P TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION UNDERLAYMENT (REFER TO COVER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF > :t j cq C.) TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING iL AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE HURRICANE STRAP PER 0 0 -0 ROOF FRAMING PLAN 09L BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A SEE NOTE #2 ----/ f 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 FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z A RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALL EXTERIOR FINISH WATER PROOF CAULKING PER BUILDER 11 l PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM i AND UP WALL BY 6" Ols/T/ISI WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE -SILL PLATE (SEE DETAIL B FOR OPTIONS) W WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIERTAPE / -SILL PLATE .. ........ . x P 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z A RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALL EXTERIOR FINISH WATER PROOF CAULKING PER BUILDER 11 l PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM i AND UP WALL BY 6" Ols/T/ISI WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE -SILL PLATE (SEE DETAIL B FOR OPTIONS) W WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIERTAPE / -SILL PLATE 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" A 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING ;r //-/-FLASHING. 20" FLOOR TRUSS 2X8 TRIM BOARD \-STUCCO "J" MOLD PROVIDE SELF ADHERED ""`-7/16" O.S.B. SHEATHING FLASHING Z LAPPING DOWN OVER RIMIM JOIST JOIST SEE STRUCTURAL FOR ------------ AND UP WALL BY 6" CONNECTORS 24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY x P 2 0L0 J0 0 -1 N C4 do to 0000) NMI 04 Q) (ASSEMBLED > :t j cq C.) iL 0 0 -0 0 NOON 0 C 0 WINDOW) /,-FLASHING-\ >E C'4 0 6. to 2 Or0 400 Z'D 2v FLASHING 'FLASHIUG' 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 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" A 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING ;r //-/-FLASHING. 20" FLOOR TRUSS 2X8 TRIM BOARD \-STUCCO "J" MOLD PROVIDE SELF ADHERED ""`-7/16" O.S.B. SHEATHING FLASHING Z LAPPING DOWN OVER RIMIM JOIST JOIST SEE STRUCTURAL FOR ------------ AND UP WALL BY 6" CONNECTORS 24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY • JOB NUMBER 26002,082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 WALL COVERING- DAVIS BEWS 2014 FBRC SECTION R703 EXTERIOR COVERING DESIGN GFLOVP 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 150 STA"M STR= EAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER ORORMA -'M677 813. 925.1300 TEL WITHINTHE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925. 1800 FAX WWWDAVISBEWS.COM REQUIRED BY SECTION R703.2 ANDA MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. f PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE jE WITH SECTION R702.7 OF THE CODE. So 0 of 1* oa, 04 R703.2 WATER -RESISTIVE BARRIER cy TA uj 000 1* ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH P40 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 09 x ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51.MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 11110 TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 0 COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 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, IPAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS._I %440 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/WDMA 300. N 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 260 0 6. AT WALL AND ROOF INTERSECTIONS. • T1 TLE 7. AT BUILT-IN GUTTERS. \LoiNG FLASHING DETAILS SANFORD R #26.1626 SHEET .FLASHING DETAILS3 3 N.T.S. A x P 0L0 J0 0 -1 N C4 do to 0000) NMI 04 Q) > :t j cq C.) iL 0 0 -0 0 NOON 0 C 0 >E C'4 0 6. to Or0 400 Z'D 2v • JOB NUMBER 26002,082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 WALL COVERING- DAVIS BEWS 2014 FBRC SECTION R703 EXTERIOR COVERING DESIGN GFLOVP 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 150 STA"M STR= EAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER ORORMA -'M677 813. 925.1300 TEL WITHINTHE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925. 1800 FAX WWWDAVISBEWS.COM REQUIRED BY SECTION R703.2 ANDA MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. f PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE jE WITH SECTION R702.7 OF THE CODE. So 0 of 1* oa, 04 R703.2 WATER -RESISTIVE BARRIER cy TA uj 000 1* ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH P40 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 09 x ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51.MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 11110 TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 0 COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 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, IPAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS._I %440 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/WDMA 300. N 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 260 0 6. AT WALL AND ROOF INTERSECTIONS. • T1 TLE 7. AT BUILT-IN GUTTERS. \LoiNG FLASHING DETAILS SANFORD R #26.1626 SHEET .FLASHING DETAILS3 3 N.T.S. A SHEATHING TEXTURE WEATHER RESISTIVE BARRIER FINISH GOAT DOOR ROUGH OPENING SLOPE BROWN COAT WOOD FRAME CONSTR. 0.3 in :12.0 in SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 cm :30.5 cm) SCRATCH COAT BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING SELF -FURRING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND LATH i EXTERIOR OR EQUAL WEATHER PROOF CAULKING TWO LAYERS WRB CEMT. FIN. 3 WEEP SCREEp SELF -ADHERED FLASHING BUILDING PAPER TERMINATE SELF SEAL TOPS OF JOISTS Z WIRE LATH UNDER DECKING �: s ADHESIVE FLASHING (SEE DETAIL WP07) SUBFLOOR AT LOWER NOSE OF L M.W.W.5. SELF ADHESIVE RIM JOIST FLASHING MA50NRY BLOCK WALL SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER DO NO'1 rvmon vvcr% i BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD / SECTION -A (SEE DETAIL WP02) ° SELF -ADHERED FLASHING / \ " NAILING FLANGE SELF-ADHERED FLASHING SEAL TOPS OF KING JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" TEXTURED, PAINTED OUTSIDE OF FLASHING GALV, MTL. CRICKET AS EXTER. WALL FINISH ASPHALT BASED 04 'L' FLASHING SPECIFIED ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE 6„ X 18" H GALV. z BY PLAN (REQUIRED AT FLASHING CONT. BEHIND FLASHING - _ 7 LOCATIONSA LEVEL AT AT ENVERTITRYCAL WALL PLASTER STOP MNNIMUM OFDING 6 ABOVE 611 V M�Ns° SH NGLES w= VERTICAL RISE OF FLASHING ATKNEEWALL 6"X 18” H GALV. '-L- DIVERTER FLASHING CONT. N SEALANT FLASHING . :':':7,`;'. \ / J Mlys° ;:;':f:,":'`'`'.• >.:'' ROOF MATERIAL PER DRIP EDGE J ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIREDFLASHING DETAILS FASCIA ` > :: .'? ,. 7 ,' 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. FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 511x5" METAL FLASHING TEXTURED, PAINTED W/TAR BETWEEN EXTERIOR WALL FINISH FLASHING AND SHINGLES r r HOLD EXTERIOR :11 VI A A°"'".I J. J.FINISH 2" ABOVE ROOF SHINGLE PER CONTRACT :� : FLASHING �' ? pEdK CAULKING J r S �2 �Vti/+, S L tis, o cv� y 00, t;::::>'•.:v.: TYPICAL ROOF TO 9R �o0 00 2 Si �NvlaR`P�M�N a"�`Pp R\PEnGe WALL FLASHING DETAIL ggT�OI�` 51N 00 All co JRSE 3�o 00\3 �RS� S� M'l P\ -Q RAKE METAL 22 29 5` „ LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE -14" 2 EAVES FIGURE 2: WALL FINISH CERTAINTEEDWINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7 UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EXTEND MIN. 6" ABOVE FLASHING DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2" 6 TO 12" - VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. SPEC'S. 6" HIGH DIVERTER 6 �CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL FLASHING GALV.'L' FLASHING UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TYPICAL. TRIMMED SHINGLE CERTAINTEEb CORPORATION. i ROOFING FELT CUT SHINGLES 2" BACK FROM 36" DRIP EDGE VALLEY CENTERLINE 111 8" 8" 811 8" 8" 1" REMOVE FASCIA SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN - ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR -"*, T"-� i NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. t� 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE ® ®°®. MITER CUTAND 0 EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING - 3/4"-1" BEAD OF CONSTR. SHEATHINGINSTALL ADHESIVE TO BE APPLIED UNDER SLF-ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS THROUGH SELF -ADHERED ADHESIVE ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE WINDOW FLASHING SELF -ADHERED FLASHING UP JAMB ND FLANGED iw REFER TO TECHNICAL / .' OR EQUAL11WEATHER PROOF CAULKING SEE DETAIL WP01 LETTER ON CHEMICAL / SCORED COMPATIBILITY ° ' RELEASE PAPER ° SELF ADHERED FLASHING SELF -ADHERED FLASHING (BEFORE FOLDING SCORE DO NO'1 rvmon vvcr% i BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD / SECTION -A (SEE DETAIL WP02) ° SELF -ADHERED FLASHING / \ " NAILING FLANGE SELF-ADHERED FLASHING SEAL TOPS OF KING JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" TEXTURED, PAINTED OUTSIDE OF FLASHING GALV, MTL. CRICKET AS EXTER. WALL FINISH ASPHALT BASED 04 'L' FLASHING SPECIFIED ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE 6„ X 18" H GALV. z BY PLAN (REQUIRED AT FLASHING CONT. BEHIND FLASHING - _ 7 LOCATIONSA LEVEL AT AT ENVERTITRYCAL WALL PLASTER STOP MNNIMUM OFDING 6 ABOVE 611 V M�Ns° SH NGLES w= VERTICAL RISE OF FLASHING ATKNEEWALL 6"X 18” H GALV. '-L- DIVERTER FLASHING CONT. N SEALANT FLASHING . :':':7,`;'. \ / J Mlys° ;:;':f:,":'`'`'.• >.:'' ROOF MATERIAL PER DRIP EDGE J ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIREDFLASHING DETAILS FASCIA ` > :: .'? ,. 7 ,' 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. FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 511x5" METAL FLASHING TEXTURED, PAINTED W/TAR BETWEEN EXTERIOR WALL FINISH FLASHING AND SHINGLES r r HOLD EXTERIOR :11 VI A A°"'".I J. J.FINISH 2" ABOVE ROOF SHINGLE PER CONTRACT :� : FLASHING �' ? pEdK CAULKING J r S �2 �Vti/+, S L tis, o cv� y 00, t;::::>'•.:v.: TYPICAL ROOF TO 9R �o0 00 2 Si �NvlaR`P�M�N a"�`Pp R\PEnGe WALL FLASHING DETAIL ggT�OI�` 51N 00 All co JRSE 3�o 00\3 �RS� S� M'l P\ -Q RAKE METAL 22 29 5` „ LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE -14" 2 EAVES FIGURE 2: WALL FINISH CERTAINTEEDWINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7 UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EXTEND MIN. 6" ABOVE FLASHING DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2" 6 TO 12" - VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. SPEC'S. 6" HIGH DIVERTER 6 �CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL FLASHING GALV.'L' FLASHING UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TYPICAL. TRIMMED SHINGLE CERTAINTEEb CORPORATION. i ROOFING FELT CUT SHINGLES 2" BACK FROM 36" DRIP EDGE VALLEY CENTERLINE 111 8" 8" 811 8" 8" 1" REMOVE FASCIA SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN - ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR -"*, T"-� i NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. t� 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE ® ®°®. MITER CUTAND 0 • JOB NUMBER 26002.082 CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 ° CAULKED ALL BUTT ®• ®®G JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 65) DAVIS BEWS DESIGN GROVP 1/2" CEMENT PLASTER FINISH 150 STATE STREET EAST OLD M K FLORIDA 34677 813. 925 1300 TEL 813.92.5.1800 FAX W VvW.DAVISBEW&COM 2 1/2" PERFORATED BLOCK NGE 1/2" WEEP T P. DENVER °o °.o SC� r ®® •® ` &1, " • LL co NO 0 C3 V INSTALL BOTTOM EDGE OF to SLAB WEEP SCREED 1" BELOW e(••� Z FINISH FLOOR o - 11 1110. , OPTIONAL DETAIL W WEEP SCREED DETAIL SCALE: NOT TO SCALE METAL FLASHING • • /, ROOF MATERIAL PER 1811x1811 METAL ELEVATIONS WITH APPROVED 6" 5"x5" METAL FLASHING / FLASHING UNDERLAYMENT (REFER TO FLASHING BETWEEN COVER SHEET) FLASHING AND SHINGLES PRE-ENGINEERED ROOF RUN KICKOUT FLASHING 6" TRUSSES AT 24" O.C. PAST EDGE OF ROOF • ROOF PER PLAN FLASHIP TYPICAL ROOF TO SAN FAD - WALL FLASHING DETAIL PLAN VIEW °R,M � — `—' THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FIASHING D WATERPROOFING METHODS TO BE USED. N.T.5. 600 , TI TLE • DETAILS • SHEET.. • • • x m 0 V�clj Lm V ` 00 EU.r t 4j o J �W rn cpN M ro ��� 'oN Ot o rob t �++N z p m oro~ z Lo 0 • JOB NUMBER 26002.082 CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 ° CAULKED ALL BUTT ®• ®®G JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 65) DAVIS BEWS DESIGN GROVP 1/2" CEMENT PLASTER FINISH 150 STATE STREET EAST OLD M K FLORIDA 34677 813. 925 1300 TEL 813.92.5.1800 FAX W VvW.DAVISBEW&COM 2 1/2" PERFORATED BLOCK NGE 1/2" WEEP T P. DENVER °o °.o SC� r ®® •® ` &1, " • LL co NO 0 C3 V INSTALL BOTTOM EDGE OF to SLAB WEEP SCREED 1" BELOW e(••� Z FINISH FLOOR o - 11 1110. , OPTIONAL DETAIL W WEEP SCREED DETAIL SCALE: NOT TO SCALE METAL FLASHING • • /, ROOF MATERIAL PER 1811x1811 METAL ELEVATIONS WITH APPROVED 6" 5"x5" METAL FLASHING / FLASHING UNDERLAYMENT (REFER TO FLASHING BETWEEN COVER SHEET) FLASHING AND SHINGLES PRE-ENGINEERED ROOF RUN KICKOUT FLASHING 6" TRUSSES AT 24" O.C. PAST EDGE OF ROOF • ROOF PER PLAN FLASHIP TYPICAL ROOF TO SAN FAD - WALL FLASHING DETAIL PLAN VIEW °R,M � — `—' THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FIASHING D WATERPROOFING METHODS TO BE USED. N.T.5. 600 , TI TLE • DETAILS • SHEET.. • ELECTfRICAL < "� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER C,.P. WEATHERPROOF DUPLEX OUTLET .F:,. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE *c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT `-4 FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSH5UTTON SWITCH (OPTIONAL) © CAR50N MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CAR50N MONO. COMBO DETECTOR I� TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GP.I.) AS INDICATED ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: 5WITCHE5.... 42" OUTLETS ..... 1411 TELEPHONE.. 14" (UNLESS A5V COUNTERTOP) TELEVISION_ 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL BA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GP.G.I. PROTECTED (GRP 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRPA.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS 54ALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 220 V. ---- WOOD HOOD OUTLET +14 (VERIFY) SINGLE OUTLET MICROWAVE — OUTLET (2) A/C D15CONN. A/C PAD NO.2 A/C PAD N0. I (VERIFY (VERIFY WP. LOCATION) LOCATION) GP.L i. LANAI \ Lr. /� ROUGH -IN FOR OPT. J < - \> FAN/LIGHT . I I ��Q P_`� 1 FAMILY MASTER SUITE ROOM I G.C. VERIFY LOCATION I FOR (3) BAR PENDANTS I ROUGH -IN PRE -WIRE M EE FOR OPT. RECEPTACLE FOR GARBAGE FANLIGHT J I DISPOSAL G.C. VERIFY / / j POP-UP OUTLETS J 00 UP TO � 7 I CAN LIGHTS / s2 LLr -- ,_ I I ----� / 0'11 �O SD CMdt UP TO FAN UP TO LIGHT I AND SWITCH — I I COACH LIGHT IZ MAKE-UP LIGHTS 4/0 ALU. CABLE MAN DISCONNECT METER DAVIS B EWS DESIGN GP.OVP A/C DISC, COMBO - 5QUARE D EST. 1994 Lo J r0 0 J Ie IA N n W2 N M r tM� NC. �. L 4 L LL 20 . n a 0 `� . oro C0 3�E t oto 6.C 0 t z !P 4 DISC. REFER TO FLOOR R TYP. 014 AND 12 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL MO COPPER TO GRI. FIXTURE _ WATER HEATER UNDERGROUND G.C. VERIFY 03 COPPER TO RANG SERVICE BY GARAGE POWER COMPANY 04 COPPER TO 5/8" GROUND ROD DOOR OPENER ALSO SERVICE TO BE BONDED - TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: �- L----=� ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY V APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ELECTfRICAL < "� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER C,.P. WEATHERPROOF DUPLEX OUTLET .F:,. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE *c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT `-4 FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSH5UTTON SWITCH (OPTIONAL) © CAR50N MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CAR50N MONO. COMBO DETECTOR I� TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GP.I.) AS INDICATED ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: 5WITCHE5.... 42" OUTLETS ..... 1411 TELEPHONE.. 14" (UNLESS A5V COUNTERTOP) TELEVISION_ 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL BA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GP.G.I. PROTECTED (GRP 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRPA.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS 54ALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 220 V. ---- WOOD HOOD OUTLET +14 (VERIFY) SINGLE OUTLET MICROWAVE — OUTLET (2) A/C D15CONN. A/C PAD NO.2 A/C PAD N0. I (VERIFY (VERIFY WP. LOCATION) LOCATION) GP.L i. LANAI \ Lr. /� ROUGH -IN FOR OPT. J < - \> FAN/LIGHT . I I ��Q P_`� 1 FAMILY MASTER SUITE ROOM I G.C. VERIFY LOCATION I FOR (3) BAR PENDANTS I ROUGH -IN PRE -WIRE M EE FOR OPT. RECEPTACLE FOR GARBAGE FANLIGHT J I DISPOSAL G.C. VERIFY / / j POP-UP OUTLETS J 00 UP TO � 7 I CAN LIGHTS / s2 LLr -- ,_ I I ----� / 0'11 �O SD CMdt UP TO FAN UP TO LIGHT I AND SWITCH — I I COACH LIGHT IZ MAKE-UP LIGHTS � I OPENER — — A.H. I DAVIS B EWS DESIGN GP.OVP X co w EST. 1994 Lo J r0 0 J Ie IA N n W2 N M r tM� NC. �. L 4 L LL 20 . n a 0 `� . oro C0 3�E t oto 6.C 0 t z !P 4 DISC. R LE)ETECTM GRI. FIXTURE _ G.C. VERIFY GARAGE DOOR OPENER LIGHT AND - - I GARAGE SWITCH IN AT �- L----=� GP.I. CLG. OUTLET 200 AMP. FOR GD, OPENER ELEC. ELEC. PANEL METER -------------------- I GP.I. AT 4811 IRRT.U.G. W.P. / G.F.I. FOR I I SERVICE � DAVIS B EWS DESIGN GP.OVP X co w EST. 1994 Lo J r0 0 J Ie IA N n W2 N M r tM� NC. �. L 4 L LL 20 . n a 0 `� . oro C0 3�E t oto 6.C 0 t z !P 4 JOBNUMBER 2600 82 � CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 I 2600 COACH uGHr \LD//�G USANFORD #16-1626 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT DAVIS B EWS DESIGN GP.OVP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVER EST. 1994 I 2600 COACH uGHr \LD//�G USANFORD #16-1626 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPERPROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, NE.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. JP k VERIFY LOCATION R CEILING FANS E -WIRE k * * * K)-- DUPLEX CONVENIENCE OUTLET • X DUPLEX OUTLET ABOVE COUNTER 150 STATE STREET EAST OLDWAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V VWnAVISBEWS.00M TAMPA • DENVER FST. 1994- w.P. WEATHERPROOF DUPLEX OUTLET ( .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET J h� HALF -SWITCHED DUPLEX OUTLET Ndoti 00 0 Fgp SPECIAL PURPOSE OUTLET _I rr� =El- DUPLEX OUTLET IN FLOOR 0 220 VOLT OUTLET >�JM WALL SWITCH `` a��• 13 THREE-WAY SWITCH 00 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LL ly CJ - WALL MOUNTED INCANDESCENT LIGHT FIXTURE BEDRO( RECESSED INCANDESCENT LIGHT FIXTURE. --. �~<\ Ac. LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHTL 0 O 2r�v FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ip EXHAUST FANILIGHT COMBINATION ROUGH -IN FOR OPT. ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FAN/LIGHT ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIMAL) TELEVISION (OPTIONAL) �r THER105TAT ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) HORIZ <\U/> ROUGH -IN FOR OPT. CEILING FAN k 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. LpNLE66 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" G.C. VERIFY ALL OUTLETS ..... 14" SMOKE DETECTORS BEDROOM 4 TELEPHONE.. J4` (UNLESS ABV COUNTERTOP) TO BE HARD -WINED TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPERPROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, NE.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. JP k VERIFY LOCATION R CEILING FANS E -WIRE k * * * • JOB NUMBER 26002.082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 • X 150 STATE STREET EAST OLDWAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V VWnAVISBEWS.00M TAMPA • DENVER FST. 1994- U �O 0 J h� Ndoti 00 0 _I rr� N m ` >�JM `` a��• 00 2 13 J V 0 0 c0 3�E LL ly CJ t 0 m 41 oro' L4;aF 0 O 2r�v • JOB NUMBER 26002.082 • CAD FILE NAME LOT 26 ISSUED 08-14-15 REVISED 05-10-16 05-18-16 2600 '�'\sLDUxc USANFORD UPPER FLOOR ELECTRI CAL PLAN' SHEET . GARAGE RIGHT 4 B Oil DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V VWnAVISBEWS.00M TAMPA • DENVER FST. 1994- 2600 '�'\sLDUxc USANFORD UPPER FLOOR ELECTRI CAL PLAN' SHEET . GARAGE RIGHT 4 B DESIGN PRESSURES METAL COATINGS URE TREATED WOOD GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, WIND EXPOSURE B METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES INTERNAL PRESSURE COEFFICIENT +/-0.18 OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 0 OF SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ) 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR (-) 22.0 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PILUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. (+) 18.0 PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. CONFORMING TO ASTM A-615 GRADE 40. C 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF PSI (fm = 1900 PSI) GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 2. MORTAR SHALL BE TYPE INTI OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED 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 SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD, MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOTES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS IBEAMS STUD z x s E = 1,800,000 Ib/in U.N.O. IE = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 IFb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 IFt =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1 . USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 16' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA ) OO 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 -) 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 164" x T-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 55 4 4 a� 5 5 J✓' STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 64" 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 LMJ J SHEET SHEET TITLE w S1 STRUCTURAL NOTES --- - - -- S2 FOUNDATION PLAN 0 N_ Z S3 DOWEL PLACEMENT PLAN 0 z S4 FIRST FLOOR FRAMING PLAN ° S4.1 NOTES CONNECTOR LEGEND w n w .� O U S4.2 ROOF FRAMING PLAN z w S5 LINTEL PLAN o 0 SD1 FOUNDATION DETAILS o SD2 GENERAL DETAILS o - - i SD3 GENERAL DETAILS ww SD4 GENERAL DETAILS 0 co SD5 TWO STORY DETAILS Z u.l 0 SD6 TWO STORY DETAILS a `e`a11111 O - N O ®poi® c^w v ST 1 GENE RAL STAIR DETAILS �. '.•••....«®®«®„��,.,,� N Q z _ -w�J r MASTER UPDATES Q U �. � � Q ®�: J « «-y J NUMBER DATE DESCRIPTION INTIALS « « ««ael,o a®� 1 6/3/2015 CREATED ELEV. A,B,C AND MINOR OPTIONS EA w 1 .,�i % O o s MI ZO G t6 ch ¢ Q a Jlyf N a, • w Q U o 0 a U • O rr ll O tiG� V �9�5 0 O ti9 O .. Q � Q W ui U ) ♦ v i- q U -O (n 0w J O Z Z06 w 0LuMcolti E O < z u'_ 8 U Z O r-po� 0 O I- U) � w Z -- w = J<00 8 w S ¢ ou��� U)D I-Fww `o _ Z Q Q0Z0 E O LL 2 (L Vw 04 U L Lit N 1- l. UN ¢ Z J Z O O py O W Q Z W= 0 w W d 0 Z O 0 WN w Q 11 I=- W to o Z N ZX _ 0 a I- Q O O 0 1 o 000 Z to N W 0 J Z .�.�. 0 V-1 W OG --- cl)w >.a0 ° i- 2 1- 0 0 a-, W STRUCTURAL ENG: CFG Q DRAFTING:.. H Z STRUCT: JRH/MR w - �Vll_D//�C 0 V5QC CHECK CC SANFORD W JOB No. TM - 2152257 D SCALE: AS INDICATED ~ DATE: 5/23/2016 6 2.6. si FOUNDATION PLAN FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE JQ F- LAPPED MIN. 6" AND SEALED. F- <C 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1:4 WELDED WIRE W MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY USED ILO WWM, WHEN FIBER W .... MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT w CODE EDITION. �. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. N LAP SPLICES SHALL BE NO LESS THAN 25". z O 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 1- Z RECESSING DOOR SILLS. p O 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 0 CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR � W USE ALTERNATE APPROVED METHOD. Z Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL m SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE D AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS: O - -- --- - - _.. _--- - -- 9. NO WOOD STAKES PERMITTED IN FOUNDATION. LL w W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Of DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO u_ DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z®�rtilt�il/d, W AND LAP SPLICE. SEE DTL MF09 AND MF10 O D1 FOR STANDARD ��� �r� ct FOOTING STEP DOWN AND CORNER INFORMA ' % d o O®o®•oo®•oo• ��� 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITI CN URCE o �. • •o® .�ie SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVID H , ;®� C8v : N z�S Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION o 'mw U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS :.a 0 ® Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE •r•�'vo• �C Q Ft PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL®oo• J 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO _ "••• • ��,�`° FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. > LL SOILTO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, �Nl!! COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). w THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS -i ' \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. 0 O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U • rji DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z n O b c� STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q 1� ``T' Jfyf. FOOTING SIZES PENDING DEPTH OF STEMWALL. vi t j J H d FOOTING SCHEDULE cr- CL G4 a O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. u- O �yti4 BARS & 3" MIN. COVER TO EDGE OF CONC.'S tiStiO m O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. z Z U WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC. U) 0��� 28"x28"x12" dp wl #5's EQUALLY SPACED EA. ~J �' 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. a BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x300"xl2" dp w/ #5's EQUALLY SPACED EA. w 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. j BARS & 3" MIN. COVER TO EDGE OF CONC. F- 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Q O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. �_ Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q J _0 BARS & 3" MIN. COVER TO EDGE OF CONC, 0. U) p h 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. O W -' rn o 8> .5 iz WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z - ui co E BARS & 3" MIN. COVER TO EDGE OF CONC. Iw- z -' 8 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. Q O <O_ LL WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. U Z 0 ~ c c °D BARS & 3" MIN. COVER TO EDGE OF CONC. i co 2 I z J co 2Z2o 54"x54"x16" dp w/#5's EQUALLY SPACED EA. w Q= O u): m 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. < Z Z a 2, w z E BARS & 3 MIN. COVER TO EDGE OF CONC. _ Q Q ¢ w O 60"x60"x16" dp w/#5's EQUALLY SPACED EA. I' O m a O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. z C14 U (6 BARS & 3" MIN. COVER TO EDGE OF CONC. U W U N T SYMBOLS LEGEND Z Z o �� o ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. I j TO TIE BEAM (8'4" O.C. MAX U.N.O.). z W cn • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Lu TO TIE BEAM. O CL 2 * INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. Q #5 CONT. FT.G TO TIE BEAM. O z w Q 11 W o _ Z N Z = �' _ �a.0 O X00 1 o 000 z '��'N(L� p —i Z w I— J W M ---- W >-13 0 Q la—�I— U � tY N STRUCTURAL ENG: CFG DRAFTING. H z STRUCT: JRH/MR W__ ....-....._-- _..__. QC CHECK: CC .--- ...._. JOB No TM - 2152257 - - ... -... SAIN, FC-; � = SCALE: AS INDICATED OF/�q r ~ DATE: 5/23/2016 S#16' 1626 2 0 ED 1'-4" 1'-4" 10'-0" 13'-0" ED 0 ih 0 16-0" 3'-0" SYMBOLS LEGEND U 00 o QC CHECK cc 00 O W U JOB No. TM - 2152257 Z 9 Q 2 ^ 0 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q Q U LL d DATE: 5/23!2016 M CV D 3 O <V lc - 0 w 0 Opti 9 0 • INDICATES GROUT FILLED CELL WITH (2) VERT, #5 CONT. FTG. w __ zo 0 ED 1'-4" 1'-4" 10'-0" 13'-0" ED 0 ih 0 16-0" 3'-0" SYMBOLS LEGEND U -STRUCT: JRH/MR ----- _ -------- - _..... -- - o QC CHECK cc W U JOB No. TM - 2152257 Z O Q 2 ^ USANFORD ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q Q U LL d DATE: 5/23!2016 TO TIE BEAM (8'-0" O.C. MAX U.N.O.). Z D 3 O m U Z w 0 Opti • INDICATES GROUT FILLED CELL WITH (2) VERT, #5 CONT. FTG. w __ TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. N z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. O #5 CONT. FT.G TO TIE BEAM. !' z 00 w Lf) CL LLJ of O 0 U � (� W z � m O----------- _— _.. _ ._. ..,.. _-- _---J -j u - W W F u - O Z O grra���o►re>s�r® 0 e % w cli ® • «: Z Z 040 cv • U Lc w LL W.T o'� O 0' U z C6 U -STRUCT: JRH/MR ----- _ -------- - _..... -- - o QC CHECK cc Iw-- U JOB No. TM - 2152257 Z O Q 2 ^ USANFORD o SCALE: AS INDICATED U LL d DATE: 5/23!2016 #'t6-1626 3 O m U Z z Opti OFn �tio o 0� p CL w m w a w U F - p Z a � U) U n IL LU - j ti o Oz 0 J '7ti Z rn U J Z U OH�p_��= 0 �'1 U n� L zU- OT �. W a m�c�n-- = J U) 0P�Wwo F- Z Z Q cn Z- 0 F- W OU < LL0 C6 a: O x- �NJ U �- wN¢ z J 0 Z o o ma. F-- 0 o: � 0 U U W a w Z = U)CL �7 (D 0 Z a 0 o z Lu Q �� _ W F- 0 z C° Fa- z Lu U) 0 0. 0 0 000 co (z.0 � C4 w w F— 0 W �...... UJ ') Q0= 0 ~ H STRUCTURAL ENG: CFG a DRAFTING: H Z UJ- -STRUCT: JRH/MR ----- _ -------- - _..... -- - QC CHECK cc W JOB No. TM - 2152257 -_.._ USANFORD SCALE: AS INDICATED ~ DATE: 5/23!2016 DOWEL LAYOUT PLAN_ #'t6-1626 3 1/4"=1'-0" r ti N M M M M co M M M M M h O� p p p O O O O O O O O O O O O O O Cl O O B2x8 TOP @ 9'• CANTILEVER BEAM FC GABLE END BEARII• FIRS T FLO NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LL UJ 11.1 fcr- - LL O U) z N10%J1111111,14� uI v CL a 04 ®00yrs®®M®,uj w ® 1�. cv z z Z W alu —: —j w U CCM ro J 6M sb�r`+Myo !ft M`yy®® q9, J 0 Q LL ///11111111��,, CUD w,g� J` o O , U Z rS ULu 6 CL OU Z a o O 2 Z U U OC) I'l� l'�til O� U)V y G��S1 U z z ��O • O o� ry M Lu U z ryJ °a CL LL i� W O V 0 -' Q,n� O Z 06 Lu 0LU E CD ¢ z � LL U Z U p Q( rn O Q HU)�w U) 0_ Za o 8 Lu Q OOc°n�A LL _ LL. Z Z10 E O O Q N V W O LL U N Q A 0 00 o J z_ w CL WALL LEGEND z w 1 F- 000 Lu a J Or r wJZ Im o a Q ---° z 5 a __.._ — ir o � w Q 0 11 vCL 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR w w C z BEARING WALLS VERIFY cy STRUCTURAL ENG: CFG Q DRAFTING: H z LLJ Z HGT. W/ ARCHITECTURAL w Lu-_ ---- - --- 0 xL CC -DING � PLAN U.N.O. , JOB No. TM -2152257 d' O PkZ O hZ ao 00 cv U) wz Z a J_ m LL UJ 11.1 fcr- - LL O U) z N10%J1111111,14� uI v CL a 04 ®00yrs®®M®,uj w ® 1�. cv z z Z W alu —: —j w U CCM ro J 6M sb�r`+Myo !ft M`yy®® q9, J 0 Q LL ///11111111��,, CUD w,g� J` o O , U Z rS ULu 6 CL OU Z a o O 2 Z U U OC) I'l� l'�til O� U)V y G��S1 U z z ��O • O o� ry M Lu U z ryJ °a CL LL i� W O V 0 -' Q,n� O Z 06 Lu 0LU E CD ¢ z � LL U Z U p Q( rn O Q HU)�w U) 0_ Za o 8 Lu Q OOc°n�A LL _ LL. Z Z10 E O O Q N V W O LL U N Q A 0 00 o J z_ w CL z 1 F- 000 Lu a Or r wJZ Im o U) ---° z 5 a __.._ — ir � w Q 0 11 vCL w C z Z cy STRUCTURAL ENG: CFG Q DRAFTING: H z LLJ Z La- Lu-_ ---- - --- 0 xL CC -DING � w\\ w OR FRAMING PLAN S�eNFOO = SCALE: AS INDICATED DATE: 5/23/2016 LEGEND 626 S4 1 F- 000 Lu N wJZ Im U) 5 a __.._ — 0w � p ��F=-- 0 vCL U) STRUCTURAL ENG: CFG Q DRAFTING: H Z -STRUCT: JRH/MR Lu-_ ---- - --- 0 QC CHECK: CC -DING w\\ w JOB No. TM -2152257 OR FRAMING PLAN S�eNFOO = SCALE: AS INDICATED DATE: 5/23/2016 LEGEND 626 S4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW3 16 SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 1rd. PT. 3 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 1160If p 3rd. PT. BVV7 16"SYP 7" EMBEDMENT (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 1�W9 16" SYP 1/2" THREADED ROD @ 48" O.C. 1160 pif 1 3rd. PT. MTS 12 w/(14)10d x 11" NAILS FRAME TO FRAME ADJUST AS REQ'D TO MISS STUDS 1000 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN BW12 12" SYP 11/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 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 Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE OA (2)2X4 SPF #2 BUILT UP STUD COLUMN B O (3)2X4 SPF #2 BUILT UP STUD COLUMN C O (4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN OF (2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(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 OM 6x6 SYP #2 POST N O 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. O5-1/4"x5-1/4" LVL COLUMN. OV 5-1/4'W" LVL COLUMN. OX7x7" LVL COLUMN. OY 17/8" LVL COLUMN 3 1/2" X 117/81, OZ 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(1 8)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22" 101d .148" x 3" 12d .148" x 34' 16d .162" x 32' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12' NAILS OR B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4'x24' H2x10 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 M (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 M (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 El HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24" TAPCONS PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 F-61 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 11" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 1-81 MGT w/(22)10d a' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS 1-91 HTT4 w/(18)16d x 22" NAILS & a" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)''x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. LTT20B w/(10) 10d NAILS & a" EPDXY ANCHOR w/SIMP. SET 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 COLUMNS USE (18)#10x12' SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 22' NAILS w/8' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVUPL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & s" 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. 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 1 ST 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/Z" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 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 PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)''x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/Z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 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/2" FLITCH PLATE 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) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: w 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND w Q ELEVATIONS FOR BEARING HEIGHTS. � 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. cn 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/ o 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) z 12d TOENAILS. O Z 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 0 O CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING LO ADDITIONAL LOADS: p A) ALL CEII.ING HUNG SOFFITS AND SOFFITS OU 0 WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. Z C) 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. m 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 - - - - - -- 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. w } THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES Ift",.. U. 10, USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE V ING SPACE IS O ABOVE THE GARAGE. Z ��ii1r1111d16f'®�� r 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HA N a PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ®.•o•"°®®•® r N OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO ®• ®• ` W CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP �� w= Z z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW & N jjj AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS :"'s 1; Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR `«'®®®® •• 2 0 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. ISk„ •••,•� ; .® ,R` Q NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF Q,.«" J OO CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS F- s4 //'//III I II LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND J`r, BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 75Ib MIN POINT LOAD SHOULD BE 13 - ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 2 1 0 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. OU CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER z Ool�b0r THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. M Q U y , yl� N BUILDER NOTE: J IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE Iw- 0 z TRUSS MANUFACTURERS LAYOUT = a o ° ----STOP---- z LL AND CALL THE ENGINEER OF RECORD PRIOR TO ¢^d9�stio PLACEMENT OF ANY TRUSSES p z NAILING SCHEDULE; -'o °� p � � M ROOFS: ui ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6 O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND U n/ 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR 0� LL TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF U) O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE p Z SPACED NO MORE THAN 24" Ol.C. < GABLE ENDS: U- w g ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.z C) to ;7 AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER O z z 8 EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q Z U' Q p _ " °' 6 U Z U ~� EXTERIOR WALLS: z z o afto z w o 0 x a SEE WF10/SD4 FOR MORE INFO. � ♦ n � p � � w w o v z ��n�Z E NAILS: W O ° 0 NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 06U cn a. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK,w Q w N Q HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE U U N EQUIVALENT TO HAND DRIVEN' NAILS. FASTENERS FOR PRESERV- ATIVELY z ZZ O J I. -LL TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 0 W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p BE IN ACCORDANCE WITH ASTM A 153. U I- O APA SHEATHING NOTE: Z W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED - Z Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END w WITH (3) 10d TOENAILS. U) O d C� FLOOR FRAMING NOTES Z Q O: JLirQ GENERAL NOTES z 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. = Q 11 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF p Z N LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. Z w H _ 0 a r co ,� J NAILING SCHEDULE o M o FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION 0 O 0 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). w N NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO � JZ HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12„ IN FIELD. Lu 1'- O J �. co � QO= NOTES: W10 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 STRUCTURAL ENG: CFG MANUFACTURER. --- ----- --- _.-- 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND <( DRAFTING ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH z DIMENSTIONS NOT SHOWN HERE. -STRUCT: JRH/MR QC CHECK CC of JOB No. TM- 2152257 NOTES & CONNE c SAI' FORD # ,� � '� b � 'PAR CTO) EE G E N D 1/411=11-011 2 SCALE: AS INDICATED DATE: 5/23/2016 S4,1 w/ STRAPS ON BOTH SIDES OF WALL ti N co It It 'ct J01 J02 SO J03 4 D SD5 4 D SO SD5 Q° ! ILII NOTES. J a 2-111p n n Cl WALLS WITH PLASTER OR STUCCO FINISHES Q� WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR n Iii► ! ILII NOTES. J a 2-111p Iltll WALLS WITH PLASTER OR STUCCO FINISHES 1 WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Z Iii► 9'-0" �1 6" O.C. MAX 16" O.C. MAX 9'-4" 1 16" O.C. 16" O.C. MAX WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. w 2x4 SPF #1/#2 16" O.C. MAX C. M EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR - REQUIRED STUD SPACING. 2. 0 STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS @ 3" O.C. @ TOP PLATE & (2) ROWS @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL OTHER EDGES AND 12" O.C. IN FIELD. BLOCKING SHALL BE PLACED @ ALL SHEATHING JOINTS. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 1 SII 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR CD W - 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. TO FOLLOW THE DETAILS INDICATED BELOW" , FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS J01 J02 J03 S0 SD 4 D5 R10 R11 R12 R13 R14 R15 R16 R15 R14 R13 R12 R11 SO p 4 SD5 R10 J03 J02 J01 ti,�o7 ROOF FRAMING PLAN_ NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR STANDARD 2ND FLOOR FRAMING z W oC) m w LU W r � u O z u.i 04 ••• zo _ o ®i• ;, z z • O tiev �e Q 0: Q ¢ • J 0 LL t. CL O 0 in Ofd ¢ ,, djly���It cli U 3� o Iw- o z° ¢ U O O U ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 0 CD <<a� StiO�¢ z � �� U t1 0� 0 0 M CL Q W L U 0 r^ m z Q 0 J vaLL J O p '-' r z w �Lu E O ¢z�uw�� Z V � � C6 p zwz`° J J (n �Zwo Lu ¢ O=OVIL)v w di o H Z 0w► -Z E _ < O ¢LLw'0 0�ga `J of Nti ui Lu N Q z w LL Z O U J 0 O0 o 0 a W z = w _..., 0 c� z 0 O o � z_ w _ W to o Z C4 I¢- Z=N O 0- OctJ OW ©0w 1 0000 w 2i° w z p-jZ Lu UJ S2 ui 0 O w ~ ~ STRUCTURAL ENG: CFG Q DRAFTING: H zSTRUCT: JRH/MR w ---- _ .._ .. -- -DING QC CHECK: CC SA�FORO W JOB No --—TM - 2152257 __ SCALE: AS INDICATED Fpq�1� ~ DATE: 5/23/2016 626 LEGEND S402 NOTES. J a w (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Z 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 6" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. 16" O.C. MAX WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. w 2x4 SPF #1/#2 16" O.C. MAX C. M EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR - REQUIRED STUD SPACING. 2. 0 STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS @ 3" O.C. @ TOP PLATE & (2) ROWS @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL OTHER EDGES AND 12" O.C. IN FIELD. BLOCKING SHALL BE PLACED @ ALL SHEATHING JOINTS. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR CD W 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. TO FOLLOW THE DETAILS INDICATED BELOW" , FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N SHEATHING ISNOT CONTINUOUS) Z OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS p SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 1- Z SHEATHING IS NOT CONTINUOUS) 0 O Lu 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ,_ LU oU U U) z W oC) m w LU W r � u O z u.i 04 ••• zo _ o ®i• ;, z z • O tiev �e Q 0: Q ¢ • J 0 LL t. CL O 0 in Ofd ¢ ,, djly���It cli U 3� o Iw- o z° ¢ U O O U ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 0 CD <<a� StiO�¢ z � �� U t1 0� 0 0 M CL Q W L U 0 r^ m z Q 0 J vaLL J O p '-' r z w �Lu E O ¢z�uw�� Z V � � C6 p zwz`° J J (n �Zwo Lu ¢ O=OVIL)v w di o H Z 0w► -Z E _ < O ¢LLw'0 0�ga `J of Nti ui Lu N Q z w LL Z O U J 0 O0 o 0 a W z = w _..., 0 c� z 0 O o � z_ w _ W to o Z C4 I¢- Z=N O 0- OctJ OW ©0w 1 0000 w 2i° w z p-jZ Lu UJ S2 ui 0 O w ~ ~ STRUCTURAL ENG: CFG Q DRAFTING: H zSTRUCT: JRH/MR w ---- _ .._ .. -- -DING QC CHECK: CC SA�FORO W JOB No --—TM - 2152257 __ SCALE: AS INDICATED Fpq�1� ~ DATE: 5/23/2016 626 LEGEND S402 EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 6" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX C. M EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR - REQUIRED STUD SPACING. 2. ALL EXTERIOR WALL SHEATHING TO BE MIN. 1/2" PLYWOOD OR 7/16" STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS @ 3" O.C. @ TOP PLATE & (2) ROWS @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL OTHER EDGES AND 12" O.C. IN FIELD. BLOCKING SHALL BE PLACED @ ALL SHEATHING JOINTS. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. z W oC) m w LU W r � u O z u.i 04 ••• zo _ o ®i• ;, z z • O tiev �e Q 0: Q ¢ • J 0 LL t. CL O 0 in Ofd ¢ ,, djly���It cli U 3� o Iw- o z° ¢ U O O U ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 0 CD <<a� StiO�¢ z � �� U t1 0� 0 0 M CL Q W L U 0 r^ m z Q 0 J vaLL J O p '-' r z w �Lu E O ¢z�uw�� Z V � � C6 p zwz`° J J (n �Zwo Lu ¢ O=OVIL)v w di o H Z 0w► -Z E _ < O ¢LLw'0 0�ga `J of Nti ui Lu N Q z w LL Z O U J 0 O0 o 0 a W z = w _..., 0 c� z 0 O o � z_ w _ W to o Z C4 I¢- Z=N O 0- OctJ OW ©0w 1 0000 w 2i° w z p-jZ Lu UJ S2 ui 0 O w ~ ~ STRUCTURAL ENG: CFG Q DRAFTING: H zSTRUCT: JRH/MR w ---- _ .._ .. -- -DING QC CHECK: CC SA�FORO W JOB No --—TM - 2152257 __ SCALE: AS INDICATED Fpq�1� ~ DATE: 5/23/2016 626 LEGEND S402 CONTRACTOR TO AT CORNERS PRECAST "U" METAL LATH OR BAR SIZE BEND 0 LENGTH VERIFY THE GROUT BEND 0 PROVIDE LINTEL W/ 3000 ° . i WIRE SCREEN T OPENING licit :7J ° IS LEVEL WITH TOP L SEGMENT STANDARD #5 psi CONC. PER #3 OVER COURSES a :. ..'... 4 4 OF BLOCK FOR '— HOOK BAR. LAP LINTEL PLAN. IF #4 NOT REQ'D TO TRANSOM OPENING 91/2 20 PROPER TRUSS/ 55/8 OTHER BARS INTO REBAR IS FRAME INFILL AROU BE FILLED. 7 113/4 TYPICAL TRUSS ANCHOR PER PLAN FLOOR SYSTEM 7 CORNER AS REQ'D INDICATED IN #6 (SHEET METAL & '�'' 14 SEE FOUNDATION BEARING (MIN 3) ..:.' 181/2 SEE WF01/SD3 FOR / \ #7 LINTEL, #5 TO BE 9 13/16 16 1/2 PAPER FELT 51/4 913/16 21 3/4 PROVIDE SCREEN WHEN BLOCK BELOW IS HOOKED INTO PROHIBITED) 10" HOOK ON EITHER SIDE U.N.O. NOT REQUIRED TO BE FILLED SIDE VERTICALS .y • STANDARD 90 DEGREE HOOK ' ' ;•' • W (2) 2X8 WOOD HEADER TYP BOND BEA M 8" x 8" x 16" K.O. LINTEL '•' _ ` ° TURNED SIDEWAYS. ... 4'' ..::., M- •;� .`. e ° °'' d MASONRY WALL W/ DOOR OPENING °' SIMPSON HUS26 HANGER —' ` ° a BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. @ EA. END. W/ (6) 3/16" 0x " �' ° y 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 a d' w 2ND PLY TO 1ST PLY W/ REBAR 10d STAGGERED @ 6" O.C. ADQ LINTEL W/ TRANSOM DETAIL A° °. as 0 ° 4 ' °'a r°1 d LL .q .4 a. A'4'. n tt d N 4 1al 14°. I; _z w g U) a °. ° z I A4 A °- ROUGH OPENING PER PLAN01 01 a STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 4 #5 DIA. REBAR cn w 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE 4 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. a I I PROVIDE CLEAN OUT OPENING @ GROUT • GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH ' ° . i -SHEAR WALL T OPENING licit :7J ° ° L SEGMENT licit T" #3 ° a :. ..'... 4 4 21/4 '— 4 A #4 4 TRANSOM OPENING 91/2 20 eFi 55/8 ' n FRAME INFILL AROU 31/8 7 113/4 25 d 7 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE 4 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. a I I PROVIDE CLEAN OUT OPENING @ GROUT • GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE ° . i -SHEAR WALL T OPENING licit :7J ° ' TYPI AL SHEAR WA L SEGMENT licit T" #3 ... a :. ..'... 4 15 21/4 '— 4 18 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE 4 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. a I I PROVIDE CLEAN OUT OPENING @ GROUT TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO • GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 44. "Bit licit :7J Tit LINTEL PER PLAN "Bit licit T" #3 17/8 41/4 15 21/4 41/4 91/4 18 #4 21/2 TRANSOM OPENING 91/2 20 eFi 55/8 ' 24 FRAME INFILL AROU 31/8 7 113/4 25 d 7 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO • GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 44. "Bit licit :7J Tit LINTEL PER PLAN "Bit licit T" #3 17/8 41/4 15 21/4 41/4 91/4 18 #4 21/2 TRANSOM OPENING 91/2 20 3 55/8 ' 24 FRAME INFILL AROU 31/8 7 113/4 25 33/4 7 151/2 WINDOW BY BUILDER #6 .;8 '�'' 14 SEE FOUNDATION 41/2 ..:.' 181/2 SEE WF01/SD3 FOR / \ #7 j 43/8 9 13/16 16 1/2 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 51/4 913/16 21 3/4 MORE INFO ON EITHER SIDE U.N.O. .y • ' ;•' • (2) 2X8 WOOD HEADER '•' '•' TURNED SIDEWAYS. ... ... ..::., FIRST PLY 2X8 TO •;� .`. MASONRY WALL W/ DOOR OPENING SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" 0x " y 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. ADQ LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All "Bit licit :7J Tit "All "Bit licit T" #3 17/8 41/4 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 12112. 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 j 43/8 9 13/16 16 1/2 35 51/4 913/16 21 3/4 42 #3=2/2' #4=2Y2' e• + $ - • ° #5=2Y2 #6 = 3" d a° a "B" ° •° ,01 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1180° HOOK 4�D08 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 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 J w STANDARD LINTELSZ 0 STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32-013 1'-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. w 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 o 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 Z 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O Z ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 0 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 w — 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS LO 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 0 9'-2" 315 618/535 .1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O 0 11 292 567 /454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0W 10'-8" 277 4921352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Z Q 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS Z) 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 m 13'4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 11 0 284/0 950/0 1379/0 1997/00 18'-0" 0 211 / 0 750 / 0 1177 / 0 1676 / o MATERIALS l > 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. = W 20'-0" 0 180/0 598/0 1024/0 1441/02. i w 211 0 145/0 550/0 981 /0 1376/0 fc PRESTRESSED LINTELS = 6000 psi. LL 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z STRENGTH = 1900 PSL O \\11111111/® ui kFOR ENING 8R6-1B/8R6-OB 8R14 -16/8R14 -OB 8R22-1B/8R22-OB +r�®� ®®'i,+ oa 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 E ®��+•®®�® 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. • �, �. �. W 1230/1230 2769/2769 4085/4085 .d � •o c� Z z dY • a o _ o " 1081/920 2769/1716 4085/2839 a � • • LINTEL DESIGNATION SCHEDULE . , � l u " 846/833 2121/1716 3127/2839 " 664 / 572 1761 / 1761 2595 / 2595 MARK LINTEL F = FILLED WITH GROUT / �, • . QO " 526/434 1539/1539 1329/2267 REQUIREMENTS U UNFILLED R =RECESSED•• Q " 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ ;yt A«••®•••" J O " 415/235 1152/1152 1694/1552 0 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY 81716-113,11T � �����,,, ,r�•• � 0 8F8-1B/1T —QUANTITY OF #5 REBAR AT TOP('' DER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER DER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-16/1T NOMINAL HEIGHT a rr ll NOMINAL WIDTH 2 V' O TYPE DESIGNATION E 8RF14-0B/1T Z ^ O ` pllb co N 0 8F16 -013/1T 1-1/2" CLEAR cri U yj o 0 8F20-1B/1T w d W O o _ #5 REBAR AT TOP MIN. (1) REQ'D Q a o 0" 8F20-OB/1T U _ +' 9'-4" 13'-1" 11'-8" ¢ Q C.M.U. U Z 2 O 8RF22-1B/1T °53 GROUT O r O4 O W24-1B/1T r z 4 #5 REBAR AT BOTTOM OF LINTEL Z V Z g1 0 Op D DO io CAVITY O �~y O 8RF22-06/17�I` BOTTOM REINFORCING PROVIDED > o� 7-5/8" ACTUAL IN LINTEL (VARIES) O D D °0 M 8" NOMINAL WIDTH v O 6._4.. 9._2.. 9._6.. O ao O 8F24-OB/1T d Q m N FILLED N 8RF301B/1T O 8F32-1B/1T 1-1/2" CLEAR N O O O O O 8RF30-Q � OB/1T �w Z LINTEL PLAN 1/8"= 1 1-011 O i z s # BR /111, 1 I . () Q D 8F32 -7 U _j O Q 0 <c z C.M.U. IllW 0 0 8F38 -16/17 2 LL W g v 10r �Z O Z Z z� 8F1"'� 0 2 -16/17 c6 w E Z cn LL �, 4 8F40 -0B/1T BOTTOM REINFORCING PROVIDED U J Z O O o 7-5/8" ACTUAL IN LINTEL (VARIES) 0 1 co w z ! in " NOMINAL WIDTH -� J cn Z 0 0 8F8 Ow -OB 8 /1 T w Q 0 0 can �s 8 � � � c UNFILLED _ —� Z Z a �, z o 3E I- W O 20- a 3 SAFE LOAD TABLE NOTES w I-- � N 0 -fir I- u U N Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z J Z Z O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL p O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. U �- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Q W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Z = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w --- N ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 17)0 M 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR 'TWO #5 REBARS IN 8" LINTELS ONLY. �- 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF Z_ SUPPORT. Q 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER 1 O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0 z_ LU <( 11 _ W F - Q Z N Z W H z OCLO J S R p Y o IOR/EXTERIOR 0 0 G WALLS VERIFY W N 'ARCHITECTURAL UZ' m N.O. LL U) W >-�O LU -1 H2� 10 STRUCTURAL ENG CFG Q DRAFTING: z STRUCT: JRH/MR ING W - ----- - _._ _..._. - . 0 QC CHECK CC 14 --__ .. - -- - -- - - SA1°1V0P0 LU JOB No. TM - 2152257 a A, � D SCALE: AS INDICATED -- - ~ DATE: 5/23/2016 S5 (1) #5 FROM FTG. TO BEYOND (1) #5 FROM FTG. TO TIE BEAM SPLICE TO a I'� TIE BEAM SPLICE TO a PLAN FOR BASE SIZE BE MIN. 25" GROUT Q BE MIN. 25" GROUT CELL SOLID SEE FOUNDATION FOR CELL SOLID �I q' MASONRY WALLMASONRY — "I� WALL °II 1/2" J -BOLT W/ MIN. 6" SEE PLAN SEE PLAN SO GYP FINISH IS PLAN AND BEARING I PLAN AND BEARING U) Q CONCRETE SLAB PER CONCRETE SLAB PER w FOUNDATION PLAN w I$ I'I FOUNDATION PLAN > e VARIES PAVERS PER PLAN a' . ° SEE PLAN7 " ° . ' I. w CO WALL SCHEDULE � ,da 00 dIa GRADE 4° d°I' 00 ° LoGRADE O U) z V� ui _I A.4 CLEAN COMPACTED 1 1-- A 4 I l- FILL @ 95% STANDARD j co w Q DENSITY° II III— •O' �� 4 I —I IM O co II d I- O 8" x 8" THICKENED 00 ., � .� �''-- ' °' I I II° M ' O (2) #5 BARS CONT.I I—I I= -. (2) #5 BARS CONT.' I I I_I i I CLEAN COMPACTED W/ 3 COVER TYP. 3 COVER ' CLEAN COMPACTED W/ 3" COVER TYP. 34 COVER FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY 1' 4" DENSITY 1, 4„ 00 WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS 01;_70 TYPICAL EXTERIOR FOOTING F0 TYPICAL GARAGE CURB FOOTING Lu CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" 3/4"=1'-0" I 3/4"=1'-011 OPT. MASONRY CURB _ U @ ELEV. 0'-0" w/ (1) #5 CONT. BAR FOUNDATION PLAN COVER TYP. SLOPED GROUT TO 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4 DRAIN Lu _ OPTIONAL CURB BY BUILDER 2z; g CONC. SLAB PER CONC. SLAB PER FOUNDATION PLAN 8"x12" THICKENED SLAB w/ (1) #5 CONT. 8" a11 CONC.. SLAB PER VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" FOUNDATION PLAN W1,5 COVER TYP. w A A I4. \ \ d, ; e' . GRADE w ° °4 } H \ / ° a• .e a .. 0 - I �, d ,?= W d °°IIIIiI—� — 4°° o — °° A --I I I—I I I— °4 eI__ I I I I—I I I—II I I I ; I — d I ° 8 4 I IIiI--IIII I (n — a I I _ Lu O n • .4 ° .e 4 :0. .soi —Ii w _. �'+ W A", . w I=_WI _ _ 2 #5 CONT. w/ 3.. 1 U (2) #5 CONT. w/ 3'� — — 16 "MIN. = I : COVER TYP. (2) #5 BARS CONT. --I i 1= co COVER TYP. -III—III—III—III=I (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'4" WIDE w/(3) #5 BARS DENSITY fiFO FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGE 3/4"=1'-0" 3/4"=1'-01. ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 41. CONNECTION GARAGE TOP COURSE TO BE CHAIR BLOCKS. ____.i ENTIRE BASE TO BE TOP VIEW CORNER FILLED SOLID SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND IF BRG. WALL ABOVE- A.'• HOLD BRG WALL BACK .. 2x BRG WALL PER PLAN FOR BASE SIZE 2x BRG WALL PER Q W DRIVEWAY BY SEE FOUNDATION FOR .. .. .4 q' 4„ 1/2" J -BOLT W/ MIN. 6" PAD SIZE ° L SO GYP FINISH IS PLAN AND BEARING OR PAVERS PLAN AND BEARING Q . CONC. SLAB OR > e PAST DEEPEST STEP PAVERS PER PLAN FLUSH w/ FOUNDATION WALL SCHEDULE 7.4'— WALL SCHEDULE ° I '. d ° I ° ce: CLEAN COMPACTED A 4 I l- FILL @ 95% STANDARD % • 'dA 'a . REQ'D DENSITY° -� I I= q .✓1 BELOW 8" x 8" THICKENED CLEAN COMPACTED ., � .� �''-- ' °' w FILL @ 95% STANDARD 4<' . i I! — — DENSITY THICKENED EDGE @ GARAGE DOOR 6DFOOTING @ ENTRY MASONRY COLUMN U) MIN 41. w Lu CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" I _ U FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4 Lu _ FOUNDATION PLAN CONC.. SLAB PER z CONCRETE SLAB PER w FOUNDATION PLAN FOUNDATION PLAN a z z Q 2x PT SILL PLATE 2x P.T. SILL PLATE N a w w as ] Z •. 0 40 .I ° 4 II +4 a • z °� tir=_ .e .°•. .e. •° °• 0 ° q . e A. _ o - 45 0 = q, d ° ° a ° A —_ .... a. 4 '. =_— 1- =III=1 II i=1 i III=III – III — �— ° I— — — _ _—.III= III- — _ _ I I =—I I II__ _ =1 I W n— n � ——•-•- —d —_ US, -—__---I— III=1 III—III I I L I OII11 II ITI - I Imo— I I—I I I—I I I-� I I Ii` ` JEE 1 I�I I I,' 11 I _ I —I I I�' I I I I —III I _.. —... III=III III I (I= I 1 0 w 16" LY 8.. 81. z Q CLEAN COMPACTED Lu O (2) #5 BARS CONT. w/ T' CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED J FILL @ 95% STANDARD U COVER TYP.; AT 8.. 8" FILL @ 95% STANDARD COVER TYP.' AT FILL @ 95% STANDARD m DENSITY (2) #5 BARS CONT. w/ 3" `'' 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY `Z Q COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 0� 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY w BE 20" WIDE Lu LL O �0�3 NON-BEARING SLAB STEP DOWN fiFO4�DOUBLE STEP FOOTING fiFOi�BEARING SLAB STEP DOWN fiRkFOOTING AT INTERIOR BEAR o w �r®�rllllrrr�®�� VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" FOUNDATION PLAN W1,5 COVER TYP. w A A I4. \ \ d, ; e' . GRADE w ° °4 } H \ / ° a• .e a .. 0 - I �, d ,?= W d °°IIIIiI—� — 4°° o — °° A --I I I—I I I— °4 eI__ I I I I—I I I—II I I I ; I — d I ° 8 4 I IIiI--IIII I (n — a I I _ Lu O n • .4 ° .e 4 :0. .soi —Ii w _. �'+ W A", . w I=_WI _ _ 2 #5 CONT. w/ 3.. 1 U (2) #5 CONT. w/ 3'� — — 16 "MIN. = I : COVER TYP. (2) #5 BARS CONT. --I i 1= co COVER TYP. -III—III—III—III=I (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'4" WIDE w/(3) #5 BARS DENSITY fiFO FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGE 3/4"=1'-0" 3/4"=1'-01. ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 41. CONNECTION GARAGE TOP COURSE TO BE CHAIR BLOCKS. ____.i ENTIRE BASE TO BE TOP VIEW CORNER FILLED SOLID SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH TYPICAL STEP FOOTING DETAIL NOT USED 3/4"=1'-0" 3/4"=1'-01. 3/4"=1'-0" 0 O i ®o e% LLl N 046. . ®¢ Z VERIFY W/ DETAILS FOR REQ'D °Ik4e ® < V STEEL AT 2 STORY LOCATIONS vA. ° Lu d Q °. .. •4 � MASONRY WALL ., � �a� °s�,�®�,.. � ®• �, ., � 4z � ° IA M SEE PLAN •.°° ." A'4 ,° ..,CONC. SLAB PER (1) #5 FROM FTG. TO////1'111111a SLOPE FOUNDATION PLAN TIE BEAM MIN. 25 .� I . #5 CONT. +• .:.PER MFG SPLICE GROUT CELL w ° A REINFORCEMENT SEE ".A. SOLID PER PLANS J c.+ I FOUNDATION PLAN .I...q.I4FOR QUANTITY ° o O ` THRESHOLD PER MFG ° ° 4 °A U Q Old ; 1 #5 x 25.. x 25' . CORNER ,^ .4 4 .. ^ } 4 BAR, ONE FOR EA. cn = o 'd ° _ —_— o Q ..4 : A e wh� -- r- F --I r' ar n :_ _—I ry�i �7 r c) ° 4. °' .. P A e.. .h HORIZONTAL CONC. SLAB PER w I = I - =I i U I ". a `II REBAR, TYP. U.N.O. ° !° FOUNDATION PLAN W o A o z p. � 4 . e 4 -:- .- (2) #5 BARS CONT.. —III—III—III III— SLOPE W/ 3 COVER TYP.; @ 1._41. U Z e' .•2 -STORY CONDITION O 1Cs� TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" I ` % 3/4"=1'-011 TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION 4 d 4 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE — — — I I — 4 =I SII FINISH PER ELEV. CENTERED AT PIPE CONC. SLAB PER 8" C.M.U. FINISH PER PENETRATION FOUNDATION PLAN - _ FINISH FLOOR ELEV. - z �_ ° ° 4 FINISH FLOOR 00 - I I—A,4 PENETRATING — - ° I_I- •� ', y` PIPE PENETRATING PIPE GRADE — = -- DN. ,...d' 4 ° PLAN FOR — — 44 e•LOOP TIE (TYP.) q . 4 SIZE & REINF. PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" PVC SLEEVE MIN. = I = _ - – FOOTING PER PLAN z I — — _ IMi I I—I I II CENTERED AT PIPE ' =1 I =1 I I=III- "' — I — — — I PVC OR SCH40 SLEEVE DIAMETER TO BE 2 yI —_ I I I _ I I— I PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLANI- FILL @ 95% STANDARD -) I -_— SEE FDN PLAN THAN THE PENETRATING PIPE (SIDE VIEW) -- � � � �X11° � � •d _ (FRONT VIEW) PVC SLEEVE ' =1 I _ & REINF. I=1' PIPE VERTICAL THRU FDN�� �� 4 AR' TYPICAL FOUNDATION PENETRATIONS i—I i l-III_=I I 1-1 3/4"=1'-0" PIPE PARALLEL TO FND PER MFG .., _ SLOPE EXT. SURFACE (3) #5 BARS w/ 20 + OR GRADE 1/4" PER WIDE FOOTING Z Z 9 FOOT AWAY FROM CLEAN COMPACTED. 0 BUILDING FILL @ 95% STANDARD � p � Q ELASTOMERIC JOINT DENSITY O FILLER Q a ui 4_F_1EXTERIOR DOOR POURED SILL AF1 FOOTING AT INTERIOR BEARING WITH CMUOf 3/4"=1'-011 3/4"=1'-0" U V /' �J1 J U) Q Q U) U) U ti J ILL W J � 's C1 7 Z Q W O LFU E O °� I- � ccn -j - 8 Q QD�c`�= H 0 �o(� O Lu(z9 -j ._.I U) o z a v 8 W O Q 00�..m z �- 15 _ Z z 5 Q QcnZO E F— U 0 ¢° ui wUN°L Z Lu Z O J O I� Z LLO Q W O Z= LL W w ac G Z 0 O z w Q 11 F_ W o Z N Z = U)_O 0. 0 000 CO (D . m LU F_ LLJ U p _ w 3 Q0= O 1- 2 F- U f1 h U) STRUCTURAL ENG: CFG ----- Z STRUCT: JRH/MR ro t7/ZN w --- -- -- ---- ------ - - --- -- --- 9 QC CHECK: CC SANFORD LU JOB No. TM- 2152257 SCALE --- AS INDICATED ---- q `t V DATE: 5/23/2016 �16l1 NOT USED SD1 BEYOND CORNER. SEE FLR. A.'• .. PLAN FOR BASE SIZE °. °' ° ° d. ° r DRIVEWAY BY SEE FOUNDATION FOR .. .. .4 q' 4„ BUILDER- CONCRETE PAD SIZE ° L ° ';. M OR PAVERS ''a . CONC. SLAB OR > e A '4 PAVERS PER PLAN °° : A C 7.4'— ° I '. d ° I ° ce: CLEAN COMPACTED A 4 I l- FILL @ 95% STANDARD % • 'dA 'a . IiII _I I - I I I I DENSITY° -� I I= q .✓1 8 3 COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED ., � .� �''-- ' °' EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD 4<' . i I! — — DENSITY THICKENED EDGE @ GARAGE DOOR 6DFOOTING @ ENTRY MASONRY COLUMN TYPICAL STEP FOOTING DETAIL NOT USED 3/4"=1'-0" 3/4"=1'-01. 3/4"=1'-0" 0 O i ®o e% LLl N 046. . ®¢ Z VERIFY W/ DETAILS FOR REQ'D °Ik4e ® < V STEEL AT 2 STORY LOCATIONS vA. ° Lu d Q °. .. •4 � MASONRY WALL ., � �a� °s�,�®�,.. � ®• �, ., � 4z � ° IA M SEE PLAN •.°° ." A'4 ,° ..,CONC. SLAB PER (1) #5 FROM FTG. TO////1'111111a SLOPE FOUNDATION PLAN TIE BEAM MIN. 25 .� I . #5 CONT. +• .:.PER MFG SPLICE GROUT CELL w ° A REINFORCEMENT SEE ".A. SOLID PER PLANS J c.+ I FOUNDATION PLAN .I...q.I4FOR QUANTITY ° o O ` THRESHOLD PER MFG ° ° 4 °A U Q Old ; 1 #5 x 25.. x 25' . CORNER ,^ .4 4 .. ^ } 4 BAR, ONE FOR EA. cn = o 'd ° _ —_— o Q ..4 : A e wh� -- r- F --I r' ar n :_ _—I ry�i �7 r c) ° 4. °' .. P A e.. .h HORIZONTAL CONC. SLAB PER w I = I - =I i U I ". a `II REBAR, TYP. U.N.O. ° !° FOUNDATION PLAN W o A o z p. � 4 . e 4 -:- .- (2) #5 BARS CONT.. —III—III—III III— SLOPE W/ 3 COVER TYP.; @ 1._41. U Z e' .•2 -STORY CONDITION O 1Cs� TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" I ` % 3/4"=1'-011 TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION 4 d 4 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE — — — I I — 4 =I SII FINISH PER ELEV. CENTERED AT PIPE CONC. SLAB PER 8" C.M.U. FINISH PER PENETRATION FOUNDATION PLAN - _ FINISH FLOOR ELEV. - z �_ ° ° 4 FINISH FLOOR 00 - I I—A,4 PENETRATING — - ° I_I- •� ', y` PIPE PENETRATING PIPE GRADE — = -- DN. ,...d' 4 ° PLAN FOR — — 44 e•LOOP TIE (TYP.) q . 4 SIZE & REINF. PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" PVC SLEEVE MIN. = I = _ - – FOOTING PER PLAN z I — — _ IMi I I—I I II CENTERED AT PIPE ' =1 I =1 I I=III- "' — I — — — I PVC OR SCH40 SLEEVE DIAMETER TO BE 2 yI —_ I I I _ I I— I PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLANI- FILL @ 95% STANDARD -) I -_— SEE FDN PLAN THAN THE PENETRATING PIPE (SIDE VIEW) -- � � � �X11° � � •d _ (FRONT VIEW) PVC SLEEVE ' =1 I _ & REINF. I=1' PIPE VERTICAL THRU FDN�� �� 4 AR' TYPICAL FOUNDATION PENETRATIONS i—I i l-III_=I I 1-1 3/4"=1'-0" PIPE PARALLEL TO FND PER MFG .., _ SLOPE EXT. SURFACE (3) #5 BARS w/ 20 + OR GRADE 1/4" PER WIDE FOOTING Z Z 9 FOOT AWAY FROM CLEAN COMPACTED. 0 BUILDING FILL @ 95% STANDARD � p � Q ELASTOMERIC JOINT DENSITY O FILLER Q a ui 4_F_1EXTERIOR DOOR POURED SILL AF1 FOOTING AT INTERIOR BEARING WITH CMUOf 3/4"=1'-011 3/4"=1'-0" U V /' �J1 J U) Q Q U) U) U ti J ILL W J � 's C1 7 Z Q W O LFU E O °� I- � ccn -j - 8 Q QD�c`�= H 0 �o(� O Lu(z9 -j ._.I U) o z a v 8 W O Q 00�..m z �- 15 _ Z z 5 Q QcnZO E F— U 0 ¢° ui wUN°L Z Lu Z O J O I� Z LLO Q W O Z= LL W w ac G Z 0 O z w Q 11 F_ W o Z N Z = U)_O 0. 0 000 CO (D . m LU F_ LLJ U p _ w 3 Q0= O 1- 2 F- U f1 h U) STRUCTURAL ENG: CFG ----- Z STRUCT: JRH/MR ro t7/ZN w --- -- -- ---- ------ - - --- -- --- 9 QC CHECK: CC SANFORD LU JOB No. TM- 2152257 SCALE --- AS INDICATED ---- q `t V DATE: 5/23/2016 �16l1 NOT USED SD1 U) w PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN I GROUT FILLED CELL • I� ENTIRE COLUMN TO a m BE GROUT FILLED w U.N.O.ui m U (1) #5 VERTICAL IN F¢. GROUT FILLED CELL (IF REQ'D PER PLAN)00 d s m > NOTE: SEE MD08 ON m LINTEL PLAN FOR ter. , ADDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL D0� PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 — THIS SHEET OF OPENING IF REQ'D, PROVIDE SEE TYPICAL HEADER O SHEATHING PER PLAN 2x6x12 P.T. CENTER SEE PLAN FOR WALL TYP. TRUSS TO FRAME A 4 a ARCH PER ELEV OR TITEN HD @ 32 11 & 6 FROM EACH BUCK FRAMING INFO W END VIEW w/ CMU �.. STANDARD TRUSS I NOTES 3/8" DIA. ANCHOR Q Z� LL- 8 7/16" O.S.B. EA. SIDE TOP CHORD VARIES ,jkARCH PER ELEV PER NAILING PATTERN CENTERED EDGE AS REQ'D CRICKET AS REQUIRED (2) - 8d EACH END END VIEW w/ WOOD - U — MAIN SPAN ROOF • THREADED ROD PER TRUSS " tl UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER U) it z Ro 0 PLAN / BEARING WALL SHOWN FOR CLARITY O2x +.L ° I Z @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OLSTA18 ROOF SHEATHING FOR STRAP SCHEDULE. ONLY CONT. ROOF SHEATHING NAIL PER PLAN _ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN Z¢� z o E BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 2x4 #2 SYP CROSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. REQUIRED WHEN ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY MIN. 2x4 SPF #2 KNEE FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON INDICATED ON 1 1 RAFTER WALL WITH STUDS @ °a JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF WALL WITH STUDS @ GARAGE WALL SCHEDULE. MIN 6" ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING RUNS. TYP EACH SIDE 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 BEYOND FROM END OF WALL / o V_ MIN. 24" BY SUPPLIER MIN. 24" .x4 SPF CONT. 16" O.C. W/ 16" wO 2 2x #2 SYP SEE PLAN O MASONRY WALL. MAX 48" MAX 48" DISPOSAL BY A/C INFO 4 F- O.C. w/ STRUCTURAL 2x6 P.T. BUCK EACH SUPPLIER SEE ELEVATION U 6 z SIDE OF OPENING BLOCKING PER BRG TOP OF MASONRY Q FOR BEAM SIZE STRUCTURAL WALL SCHEDULE CONNECTION TO BE Z W I SHEATHING FROM a M (5) 3/8" DIA. J -BOLT W/ SUPPLIED BY A/C SEE ARCH PLANS FOR 0 O f SHEATHING ON BOTH 5-1/2" EMBED. AT EA. .� . OVERHANG INFO SHEATHING ON BOTH _IT DOOR BRACKET, EA. BASE PLATE Q F� o +, SIDE OF DOOR, CONNECTION PER BRG SIDES FROM TOP OF BLOCKING UNDER A/C SUPPORTS a RE. ELEV. SIDES FROM TOP OF PROVIDE 1-1/2" x 3/16" WALL SCHEDULE PRECAST LINTEL OR BOTTOM OF WALL. THICK WASHER W/ EA. � TO BOTTOM OF ANCHOR. (1st BOLT TO BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE BE 8" MAX. ABV. CURB, ATTACHED PER D- Z O ti4 U �,_. REST EQ. SPACED BEAM. ATTACHED PER -24" O.C.) PT BASE PLATE GARAGE BUCK DETAIL fiIDO BEARING/ SHEARWALL CONNECTION TO CMU 1 /2"=1'-0" % 1/2"=11-0" NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 7/16" O.S.B. EA. SIDI 2 TAPCON ANCHORS I fi FO ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" PRE-ENGINEERED 12 TRUSSES PER PLAN @ (TYP) SEE ELEV. 24" 0. C. MAX. DOUBLE 2x TOP PLATE TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" - O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN - HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCKOUT COURSE W/ (1) #5 CONT. fiR KNEEWALL ABOVE MASONRY WALL F01 DORMER FRAMING DETAIL (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 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. 3/4"=1'-0" IF REQ'D, PROVIDE SEE TYPICAL HEADER O SHEATHING PER PLAN IE 2x BLK'G. TO O.S.B. W/ TYP. TRUSS TO FRAME ADDITONAL ARCH PER ELEV OR TITEN HD @ 32 11 & 6 FROM EACH CONNECTION PER (2) - 8d EACH END W END VIEW w/ CMU (HEADER CAN BE STANDARD TRUSS I NOTES HEADER (SEE PLAN) Q Z� LL- 8 7/16" O.S.B. EA. SIDE TOP CHORD VARIES ,jkARCH PER ELEV PER NAILING PATTERN 2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D CRICKET AS REQUIRED (2) - 8d EACH END END VIEW w/ WOOD - 3/4"=1'-0" PRE-ENGINEERED 12 TRUSSES PER PLAN @ (TYP) SEE ELEV. 24" 0. C. MAX. DOUBLE 2x TOP PLATE TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" - O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN - HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCKOUT COURSE W/ (1) #5 CONT. fiR KNEEWALL ABOVE MASONRY WALL F01 DORMER FRAMING DETAIL (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 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. 3/4"=1'-0" IF REQ'D, PROVIDE SEE TYPICAL HEADER O SHEATHING PER PLAN FRAMING DETAILS FOR 0 TYP. TRUSS TO FRAME ADDITONAL 2 2x #2 SYP SEE PLANO.C. OR TITEN HD @ 32 11 & 6 FROM EACH CONNECTION PER INFORMATION W �y STD. CONNECTOR (HEADER CAN BE STANDARD TRUSS I NOTES EITHER UPSET OR Q Z� LL- 8 DOWNSET) TOP CHORD VARIES FRAME OUT TO BLOCK PER NAILING PATTERN FOR BEAM SIZE EDGE AS REQ'D !x W/ (2) 16d TOE NAILS EACH END PRE -CAST LINTEL PER W 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 SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 Q z IF REQ'D, PROVIDE O CLOSURE WALL w/ (2) 2x PLATE 0 J roti SINGLE TOP AND BASE 2 2x #2 SYP SEE PLANO.C. OR TITEN HD @ 32 11 & 6 FROM EACH w PLATE w/ (2) 16d NAILS W �y OB U TO TRUSS. STUDS @ STANDARD TRUSS I 24" O.C. & EXT. Q Z� LL- 8 SHEATHING INSTALLED TOP CHORD VARIES H Q PER NAILING PATTERN FOR BEAM SIZE END CRICKET AS REQUIRED IF OPENING PROVIDED U — MAIN SPAN ROOF • p 00 TRUSS " tl UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER U) it z Ro 0 PLAN SHOWN FOR CLARITY O2x STUDS @ 16" O.C. FOR KNEE WALL Z @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OLSTA18 ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN _ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN Z¢� z o E BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 2x4 #2 SYP CROSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY MIN. 2x4 SPF #2 KNEE FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR 1 1 RAFTER WALL WITH STUDS @ TRUSS PER PLAN OR CONV. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF WALL WITH STUDS @ FINISH PER ARCHSFIN ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING RUNS. TYP EACH SIDE 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. !x W/ (2) 16d TOE NAILS EACH END PRE -CAST LINTEL PER W 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 SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 Q z Q 0 O (2) 2x TOP PLATE (2) 2x PLATE 0 J roti SEE �^ 2 2x #2 SYP SEE PLANO.C. OR TITEN HD @ 32 11 & 6 FROM EACH w W FOR BEAM SIZE ONLY OB U PLAN STANDARD TRUSS JAILS (TYP.) Q Z� LL- 8 I TOP CHORD VARIES H Q FOR BEAM SIZE END U ur -.E IF OPENING PROVIDED U w p 00 TRUSS WEBS NOT J U) it z Ro 0 SHOWN FOR CLARITY w PER PLAN) Z 0 O�6j <ol PRE-ENG.TRUSS PER _ MIN. 2x4 SPF #2 KNEE Z Z¢� z o E MIN. 2x4 SPF #2 KNEE 2x4 #2 SYP CROSS Nt FASTEN PT 2x NAILER o TO MASONRY NOTES: v 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, Z 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 0 0 2, BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Lo THIS CASE. w 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 0 U BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" U (/) O.C. @ EACH SUCCESSIVE BUCK 0 W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME Z D (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET m 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S 0 SPECS - - J u- ` w w w O 2x BUCK DETAIL Ol+rr��l4iY�gr�dr� 1/2"=1'-0.. r 'N� w N SHEATHING PER PLAN STRUCTU k` p $ •� o w o TYP. TRUSS TO FRAME SHEATHING ; v;/+� » ® N Z Z go CONNECTION PER TYP. TRUSS TO FRA 0g. ~' ®,� + aq U STD. CONNECTOR CONNECTION PER NOTES STD. CONNECTOR "¢ 0 FRAME OUT TO BLOCK NOTES i ..o•w�®° J O EDGE AS REQ'D FRAME OUT TO BLOCK _ J ®®��' LL EDGE I�0///11111 `®R 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE d „ (2) 2x #2 SYP SEE PLAN 3) 16d COMMON O (2) 2x TOP PLATE (2) 2x PLATE 0 J roti SEE �^ 2 2x #2 SYP SEE PLANO.C. OR TITEN HD @ 32 11 & 6 FROM EACH W FOR BEAM SIZE ONLY OB U PLAN STANDARD TRUSS JAILS (TYP.) Q Z� LL- 8 I TOP CHORD VARIES H Q FOR BEAM SIZE END U ur -.E IF OPENING PROVIDED U w p 00 TRUSS WEBS NOT J U) it z Ro 0 SHOWN FOR CLARITY w PER PLAN) Z 0 O�6j <ol PRE-ENG.TRUSS PER _ MIN. 2x4 SPF #2 KNEE Z Z¢� z o E MIN. 2x4 SPF #2 KNEE 2x4 #2 SYP CROSS PLAN, 24" O.C. MAX I �/ L.L. O MIN. 2x4 SPF #2 KNEE r-----------� BRACING (AT 450) W/ ROOFING MATERIAL — 1 1 U WALL WITH STUDS @ (3) 12d NAILS TO RAT PER ARCHS WALL WITH STUDS @ Q W LL N Q A/C UNIT AND PAN RUNS. TYP EACH SIDE WALL w/ STUDS @ 16" ri J U Z o V_ MIN. 24" BY SUPPLIER MIN. 24" .x4 SPF CONT. 16" O.C. W/ 16" wO 2 2x #2 SYP SEE PLAN O 16" O.C. W/ MAX 48" MAX 48" DISPOSAL BY A/C INFO 2x PT BOTTOM PLATE F- O.C. w/ STRUCTURAL w SUPPLIER SEE ELEVATION U 6 z 3LOCKING ATTACH TO STRUCTURAL TOP OF MASONRY Q FOR BEAM SIZE STRUCTURAL CONNECTION TO BE Z W I SHEATHING FROM a M U SUPPLIED BY A/C SEE ARCH PLANS FOR 0 O '/16" OSB W/ (2) 8d SHEATHING ON BOTH COMPANY .� . OVERHANG INFO SHEATHING ON BOTH TOP OF WALL TO Q F� o +, y.. JAILSWALL SIDES FROM TOP OF BLOCKING UNDER A/C SUPPORTS W/ SIMPSON RE. ELEV. SIDES FROM TOP OF PRECAST LINTEL OR BOTTOM OF WALL. _ U � TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE ATTACHED PER D- Z O ti4 U �,_. '/16" OSB EACH SIDE BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER I �� NAILING SCHEDULE O 'riil G� v N/ 6d NAILS @ 16" 0 C NAILING SCHEDULE NAILING SCHEDULE ,.. FO SIDE & TOP NAILER OTHERWISE SP2 CLIPS >x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED FO- KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C 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" \ / 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 PLATEI 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'-0" � OTHERWISE SP2 CLIPS Z MASONRY WALL O Z AT TOP AND SP1 CLIPS titi9 BUILDER FRAMEF o � AT BASE ARE REQ'D RADIUS AS REQ'D .a"' O � d LLI KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL 3/4"=1'-0" 3/4"=1'-0" U � � A ROOF SHEATHING ATTACH PER NAILING (9 SCHEDULE v) _U ~ U- W'J nav 12 O 0 J roti SEE �^ W � W z►W-f4r` E PLAN STANDARD TRUSS Q Z� LL- 8 TOP CHORD VARIES H Q Q Z U ur -.E U p 00 TRUSS WEBS NOT J U) it z Ro 0 SHOWN FOR CLARITY w 0 Q 00,0-, w PRE-ENG.TRUSS PER _ Z Z¢� z o E 2x4 #2 SYP CROSS PLAN, 24" O.C. MAX �/ L.L. O O = I r-----------� BRACING (AT 450) W/ ROOFING MATERIAL — 1 1 U 0 O�aa N 5 (3) 12d NAILS TO RAT PER ARCHS w 0 Q W LL N Q A/C UNIT AND PAN RUNS. TYP EACH SIDE SEE FRAMING PLAN Q J Z Z O U MIN. 24" BY SUPPLIER MIN. 24" CONDENSATE FOR CONNECTION�_' wO O 2 MAX 48" MAX 48" DISPOSAL BY A/C INFO F- SUPPLIER SEE ELEVATION U W TOP OF MASONRY Q CONNECTION TO BE Z W i--------- — — — — — — — — — — SUPPLIED BY A/C SEE ARCH PLANS FOR 0 COMPANY .� . OVERHANG INFO w U (2) 2x4 #2 SYP y.. a 2BLOCKING BLOCKING UNDER A/C SUPPORTS W/ SIMPSON RE. ELEV. 0 CHIMNEY FRAMING DETAIL 3/4"=1'-0" I� % 3/4"=1'-0" A34 OR LUS24-2 EACH FOR O.H. z END TYP. SINGLE TIE -BEAM Q W/ (1) #5 CONT. O GROUT SOLID D Z 3:' m w Q 11 ---- FLUE PER MANUF. LLI SPECS W/ 2" MIN.WINDOW PER > r)CLEAR BZ N & F AMEETWEEN FLUE FLOOR PLAN Z = I GALVANIZED FLASHING �_ V) Q O EXT. SHEATHING PRECAST CONC. OR i>- w 1 POWERS STEEL SILL O W p O 1 ATTACHED PER I - NAILING SCHED. TYP. @ALL WINDOWS — 2x4 FRAMED CRICKET J Z W/ GALVANIZED EXT FINISH PER PLAN FLASHING V J 0 + cn W Q0= 1� j 1- H MAIN FLOOR 0 (4) 16d COMMONS ELEV 0'-0" U NAILED @ EACH END CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION _I-- _ 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO -III=III: I I - Q DRAFTING. STRUCTURALENG CFG _..:.-._----...... - ... _ 16d COMMONS END NAILED TO VERTICAL I I i P 2x4's I I= MASONRY WALL PER w STRUCT: JRH/MR I- PLAN 0 QC CHECK: CC SEE FOUNDATION ��ILD/n 0 w - DETAILS FOR FTG INFO JOB No. TM 2152257 .....- --------- TRUSS PER PLAN SANFORD = SCALE: AS INDICATED --- 1 6 1 6 2 6 DATE: 5/23/2016 fi_S_0) TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" SD2 TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART I I „� GABLE BRACING @ 48 A A m O.C. NOT REG'D 6' FROM EAVES GABLE END SHEATHING FASTEN 45° PER PLAN. CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH BRACE TO PLATE A35 DIAGONAL TO TRUSS BOT. CHORD UP TO 4'-8" WHERE O.H. IS > V-0", DROP 4'-8" < H A 7'-0" SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" 1/2" J -BOLTS w/ 9'-4" < H614'-0" GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. O.C. O.C. WASHERS (MIN. 7" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR STD CONDITION @ CMU CLG. NAILING SURFACE NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE SHEATHING NOT REQ'D O SHEATHING NOT REQ'D SHATO BRACING IS TO BE SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH w TO CONT. @ THE BE CONT. THE MAX. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. = TRANSITION FROM TRANSITION FROM z TOENAILS EA. END J BEAM TO GABLE WALL TO GABLE _ 2x6 RAFTER TO 2x$ #5 CONT. -� TRUSS TRUSS ¢ c \ 10d COMMON NAILS CONT. 2x4 \ DOUBLE 2x TOP PLATE = U \ �I 2x4 DIAGONAL BRACE I SHEATHING COVERINGD IF REQ'D ° p m NAILS @ 6" O.C. @ 48" O.C. TO 3RD TO DIAGONAL DIAGONAL FASTEN SIDE WALL O FRAMING FOR FALSE \ BAY REQ'D w/ BEAM PER PLAN SHEATHING PER PLAN. CLEAR SPAN CONNECTION \ STRONGBACK, SEE GABLE VERTICAL (5) 16d NAILS BRACE \ CHART TO BLOCKING 24's @ 24" O.C. MAX. \ GABLE BRACING (+) IN CMU. OR SIMPSON EXT. SHEATHING; \ SEE CHART SIMPSON H10A SIMPSON H10A ATTACH PER PLAN FASTEN SYP OR SPF DIAGONAL TO BEAM DIAGONAL TO TOP PROVIDE 2x4 BRACE �- x _ PLATE N END NAILS @ EACH A, TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART I I „� GABLE BRACING @ 48 A A m O.C. NOT REG'D 6' FROM EAVES GABLE END SHEATHING FASTEN 45° PER PLAN. CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D GABLE BRACING CHART SIMPSON A23 @ EACH BRACE TO PLATE A35 DIAGONAL TO TRUSS BOT. CHORD UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H A 7'-0" (1) 2x4 BRACE 3 1/4" HOLD 1/2" J -BOLTS w/ 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" 6" FROM EACH END PLATE 2x4 BRACE IF REQ'D STD CONDITION @ CMU CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ (2) 4" SIMPSON SDSQC VALLEY. FASTEN w/ (5) PLATE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 10d COMMON NAILS @ MAX. ATTACHMENT w/ (3) 10d = TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ z TOENAILS EA. END J PROVIDE 16d NAILS _ 2x6 RAFTER TO 2x$ #5 CONT. -� FALSE BM PER PLAN GABLE END TRUSS TO ¢ c 2x TOP PLATE TO 10d COMMON NAILS (1) A23 FROM \ PLT.@12" O.C. MAX. = U GABLE END W/ 16den �I ON (1) SIDE OF I SHEATHING COVERINGD IF REQ'D ° p m NAILS @ 6" O.C. @ 6" O.C. TO DIAGONAL DIAGONAL TRUSS PER PLAN O FRAMING FOR FALSE L L CMU WALL CONNECTION CLEAR SPAN CONNECTION INTO BLOCKING, (2) GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H A 7'-0" (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS CMU WALL OR LINTEL O.C. AND 6" FROM EA. d... ' MASONRY WALL OR --` x BEAM, IF REQ D w/ (3) END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS •'' LINTEL SEE PLAN PLATE W/ 1/2" x 8" ANCHOR BOLT OR 16" O.C. TYP. MSTAM-24 TYP. EA. BELOW •• � TITEN HD @ 32" O.C. & . HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 6" FROM EACH END PLATE 2x4 BRACE IF REQ'D STD CONDITION @ CMU VAULTED CONDITION @ CMU -STRUCT: JRH/MR CHECK: CC (2) 4" SIMPSON SDSQC VALLEY. FASTEN w/ (5) PLATE BRACE SEE CHART. 10d COMMON NAILS @ TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ EACH END (TYP.) 2x6 RAFTER TO 2x$ #5 CONT. SINGLE BASE &TOP PLATE w/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM \ o ON (1) SIDE OF I SHEATHING COVERINGD IF REQ'D @ 6" O.C. TO DIAGONAL DIAGONAL TRUSS PER PLAN DTC CLIP, (2) 8d NAILS CMU WALL CONNECTION CLEAR SPAN CONNECTION INTO BLOCKING, (2) GABLE VERTICAL (AS SHOWN) 3/16" x 2 3/4" TAPCONS 24's @ 24" O.C. MAX. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, • • META16 FASTEN SYP OR SPF �- x 2ND 2x4 BRACE IF REQ'D, SEE CHART N END NAILS @ EACH A, SHEATHING PER PLAN 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 2x6 W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP A -A GABLE VERTICAL BRACING , a' LAY 2x4 BLOCKING — — — — — — — — CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE BOTTOM CHORD. 10d COMMON NAILS @ TRUSS BELOW er 8" O.C. 2x WALL, SEE PLAN GEO GABLE END @FLAT CEILING CONNECTIONS L y GE GABLE END BRACING NAILS @ EACH TRUSS 3/4"=1'-0" 3/4"=1'-0" TD CONDITION FRAME WALL S C @ BEARING CONDITION @ CMU WALL 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING 2x PLATE WITH OUTLOOKER (MAX. FOR NAILING SIMPSON MTS12 OR 2x4 BLOCKING (2) 12d ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO LSTA12 & (5) 8d NAILS NAILS, TOENAILED @ PLAN SPAN 2'-0") w/ (2) 16d 2-0 MAX. 6 STUD TOP & BOTTOM @ EA. RAFTER TO PLT. EACH END.AT 24" O.C. ROOF SHEATHING 601 END NAILS EA. END (TYP.) (END NAIL PLTS. fiFO NON-BEARING WALL CLIP DETAIL PER PLAN 3/4"=1'-0" TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE 2x4 OUTLOOKER @ 24" OUTLOOKER BLOCKING @ 24" O.G. (2) 16d TOE NAILS O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER END NAILS TO TRUSS HOLD WALL 3-1/2" @ EACH END DOWN FOR DOUBLE TOP PLATE 1'-9" MAX. OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d WEB Big v TRUSS PER PLAN HEADER PER PLAN IF NAILS @EACH REQ'D. MIN (1) JACK &EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL VARIESw TO BOTTOM STUDS TYP. BASE w RAKED DOUBLE TOP CONNECTION 2x8 #2 SPF STUDS AT PLATE SHEATHING PER PLAN 16" O.C. CEILING NAILER AS 1/2" x 8" J -BOLT @ 32" : „ DTC CLIP, (2) 8d NAILS 2 #2 8 SYP PT BASE REQ D O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR --` x 2x8 #2 SPF STUDS @ END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS •'' LINTEL SEE PLAN PLATE W/ 1/2" x 8" ANCHOR BOLT OR 16" O.C. TYP. MSTAM-24 TYP. EA. LINTEL SEE PLAN P' IN CMU. OR SIMPSON •• � TITEN HD @ 32" O.C. & 2x8 #2 SYP PT BASE SIDE OF EA. STUD. CENTERED BETWEEN META16 6" FROM EACH END PLATE FRAME AND CMU SEE STD CONDITION @ CMU VAULTED CONDITION @ CMU -GEO CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" WALL SPLICE DETAIL FOR REQ'D FLASHING SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD TAPCONS, VERT, TO 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, a • 2X PT Q DRAFTING: WAY UP HEIGHT OF (4) 8d NAILS TO TOP z -STRUCT: JRH/MR CHECK: CC (2) 4" SIMPSON SDSQC VALLEY. FASTEN w/ (5) PLATE 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x$ TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/ A35 o ON (1) SIDE OF 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 2x4 SYP #2 BLOCKING, META16 FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU N END NAILS @ EACH A, SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP WALL SHEATHING PER , a' LAY 2x4 BLOCKING — — — — — — — — CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE BOTTOM CHORD. TRUSS BELOW er FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d L y VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR TO ) TD CONDITION FRAME WALL S C @ BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. 601 FIELD FRAMED VALLEY DETAIL fiFO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" 2x4 BLOCKS, (2) 16d Qui NAILS @ EA. END. Z BLOCK ADJ. BAYS @ EA.DIAG. AS SHOWN. 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FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN o 4� CONNECTION DETAIL (FRAME WALL SHOWN; Q Q v FOR REQ'D MAY ALSO BE C6 u CONNECTIONS MASONRY) H Q z 'NOTE: GABLES SPANNING LESS THAN 81 DO NOT REQUIRE BRACING' Q pq IL p �G4 Z U O o_ LI GEO GABLE END @ FLAT CEILING w/ BOSTON HIP 1- 3/4"=1'-0" U (2) 2x TOP PLATE H 0 Z SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. � U) OUTLOOKER OR CONV. FRAME OR w < W _-3o HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER O 0 n SEE HEADER CANTILEVER FPLAN O 06 L z L 3 SCHEDULE & NOTES H W (D Q z LL FOR ADDT'L INFO.U Z U o o co SIMPSON LSTA12 OR O �- 0 w z `(0 _ SP4 CONNECTORS @ -t z a_ 0 GABLE TRUSS w ...J (n D w w o 24"o.c. IF HEADER WITH _ � UPLIFT SPAN 4'-6" OR ~ Z z � z E MORE. EXT. SHEATHING; O Q u o = ATTACH PER NAILING ? Li. U vi 2x DOWNFRAME TO SCHED. w W Q L N W N Q DOOR AS REQ'D (2) 16d NAILS TO EA. z Lu Z p W U COMMON TRUSS Q -j P w 0 o �n SIMPSON META16 @ ¢ Lu V 32" O.C. GABLE TRUSS MAIN SPAN ROOF z LU 1/2 THREADED ROD TO MASONRY. AT — _ EA. 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NAILING SCHEDULE & NAILING SCHEDULE & Z W _ SIMPSON LSTA24 EACH (2) 2x TOP PLATE TRUSS MEMBER(4) 12d NAILS TRUSS MEMBER (4) 12d NAILS w (n SPACED EVENLY SPACED EVENLY O STUD ATTACH 2x TO VERTICALLY VERTICALLY cn 2x BRG WALL, SEE PRE-ENG. ROOF BUILT-UP W/ (2) 2x6CL PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 1O NAILS @ 2x8 w/ (2) 1O NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 10d NAILS @ 2 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 O UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY z U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER Q O fiF1'�SECTION @DOUBLE BEARING "F1STEP @BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER a- POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO HEADER @POCKET SLIDER a o z 3/4"=1'-0" 3/4"=11-011'1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'4" 3: LU CONTRACTOR(10 MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO W „ BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ ❑ Z N Z STRAP IS NOT REQUIRED. 16" O.C. MAX.; I¢— Z = TO GABLEENDSTUDS w N O. EXTERIOR WALL/TRUSS (2) 1/4 X 3%," SIMPS. SDS Q EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. w �e MAX.; O woo LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT p 0 0 NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) Z ' N NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT 9 .. m EXT. BEAM PER PLAN 12 12" O.C. cn 0 -j Z HTS20 CLIP FROM - 4r— SEE PLAN p V � W 0 O SIMPSON H3 CLIP POST TO BEAM ----- SHEATHING PER PLAN w Q 0 = PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ (4) 10d NAILS FOR � � O~ � ~ PT POST PER PLAN CONV. FRAMED 2 1/4 X 41/VSIMPS. U ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; � .o . 5/8" THREADED ROD w/ TO GABLE END STUDS STRUCTURAL ENG. CFG Q DRAFTING. • o• NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/i' SIMPS. 4'-0" MAX. q SDS SCREWS @ 16" FASCIA PER Z -STRUCT: JRH/MR ii a O.C. MAX.; COMMUNITY SPECS p a' a I SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR 4, ... ii - a / PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" w QC CHECK: CC a INFO x 2 3/4" TAPCONS @12" PRE-ENGINEERED w JOB No. TM- 2152257 �v1LDl/�C ROOF TRUSSES @ 24" c� SCALE: AS INDICATED O.C. O.C. MAX. SIDE VIEW @ BASE OF POST DESIGNED FOR SIMPSON H3 CLIP _-------- ----------.._.---- SANFf'RLi ~ DATE: 5/23/2016 - -- SHINGLE ONLY 10 RT CDO CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL 1— 3/4"=V-0" -0 1/2 -1-0 6 2 SD4 W Q z NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING - PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE — STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS " REQ'D # OF STUDS W Q z ~ Q O w CONNECTIONS SIMPSON MSTAM36 — DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ o TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER N FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SIMPSON SP4 w/ (6) 10d z SHINGLE OR TILE PER SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�'<� x1-1/2" @ 24" O.C. (USE FU<<S x1-1/2° @ 24" O.C. (USE 0 Z ARCHITECTURAL CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SyFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 hFFT SP6 @ 2x6 STUDS & p 0 ELEVATIONS. USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) w - MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d PRE-ENGINEERED REFER TO PLAN FOR (20) 16d SINKERS & (14 " NAILS. BEND STRAP NAILS. BEND STRAP Lo BUILT-UP COLUMN (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE w ROOF TRUSSES @ 24" 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. OVER TOP PLATE MIN. ❑ INFO. U.N.O. ON PLAN U.N.O. ON PLAN O (� O.C. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND W SYSTEM - IF NO FLOOR HEADER SIZE & REQ'D PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. z � p TYPICAL TRUSS TO EXTERIOR SHEATHING LINTEL COURSE OR � � HEADER SIZE & REQ'D JAMB STUDS SYSTEM INSTALL • � � FRAME CONNECTION. KNEE LL &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SEE STANDARD 1/4" X 1 3/4" TITENS) • STRAP W/ 11 10d TO EXTERIOR SHEATHING ❑ CONNECTOR NOTES SOLID BLOCKING U.N.O. ( ) FLOOR TRUSS SEE TO BOT. RIBBON, NAIL I • \ � .. FLOOR TRUSS PER STUDS ABOVE PLATE FROM TOP OF WALL UNDER COLUMN FRAMING PLAN FOR PER PLAN CONNECTION INFO.. ABOVE PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL - � � PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN --- BEARING BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL IF HEADER IS UPSET � SEE PLAN FLOOR GIRDER OR ( ) OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AND WINDOW IS = Lu AT EA. END NAILED TO PLATE w/ (2) 10d MASONRY WALL SEE LOWER: (1) 2x SILL FLOOR TRUSS STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d w TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. O NO MOISTURE S0 TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ 2 10d SILL PLATE w/ (2) 10d HEADER OPENING z ®a��me���ar,, e� DBL. TOP PLATE BARRIER (FELT PAPER @ O S THAN 4FT:(1) x +�� �r SEE ARCHITECTURAL TOE NAILS AT EA. END TOENAILS. OPENINGLU OR SIM IS PROVIDED 3/4 =1 -0 3/4 =1 -0 �„ a o PLAN FOR OVERHANG HDR. PER PLAN ) OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SIL TE w/ (2) 19 ••®•••..•,�• Qy® _ 1 INFO WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW TOENAI PENIN' • •• .4 N 2x STUDS, SEE —REFER TO PLAN FOR , 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS LARGER TH T:,) � i�Q Lk. �� � w ° FRAMING PLAN FOR BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NALLED TO 2x SILL PLATE w zQ z WINDOW AS SPACING AND GRADE INFO. CLIPS EACH SIDE w/ SCHEDULED AND SEE ARCH PLAN STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B PLYWOOD CRIPPLES @ 16" O.C. r , O � TO VERIFY SIZE I A A ( NAILS @ 8 O.C. THEN • PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS ®• j, �•m Q EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 16 O.C. .. r� • '� }' � O ', INT. FINISH PER PLAN COLUMNS T&B (PLYWOOD ` • �•• Q PLAN PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4 T&B) ATTACH SILL w/ (2) 10d •••®®®•• MID -HEIGHT BLOCKING x 2 1/4"TITENS; IF " SHEATHING REQ'D �® -j O SYSTEM INFO. SEPARATE SHEATHING TOE NAILS AT EA. END J_ � 2x BOTTOM PLATE w/ PER BEARING WALL FLOOR TRUSSES ARE " UNDER WINDOW OF SILL MAX OPEN'G T&B) h >��/ ®�®®� MID -SPAN BLOCKING SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4-0) USE A35 ��'�'� U.N.O. (2) 12d AT 12" O.C. 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6 O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR 3/4" FLOOR SHEATHING STRAP w/(20) INSULATION PER PLAN ROD WITHIN 6 FROM STRAPS CENTERED @ � CALIFORNIA CORNER A -A OPENINGS GREATER ATTACHED PER I COL; SEE BRG WALU FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS d r SEE DETAILS WS10, NAILING SCHEDULE NAILS ` 1/4 TITENS INSTEAD. 2 2 -STORY WALL (2) SIMPSON LSTA18 THAN 6 O O+, WS11 OR WS13 FOR FLOOR TRUSSES SEE I @ LINTEL COURSE OR IN w `I'o SECTION FOR MORE STRAPS CENTERED (IF U ADDITIONAL (2) SIMPSON META16 INFORMATION THIS INFO. FLOOR W/ 14 10d INTO FILLED CELL USE SIMPSON LSTA30 wP ❑ f J PLAN FOR DEPTH AND FLOOR TRUSS TO ( ) • 2x TOP &BOT. z O l6 M DIRECTION REFER TO NAILS ) RIBBONS CONT. ABOVE PLATE U.N.O. \ ¢ a lyj� N SHEET MASONRY WALL 1/4" X 1 3/4" TITENS " " � If��ll"dl �,,... ,:.�...�,... FOUNDATION PLAN � U "'V 30 � NOTE: ALL FLOOR " :. ., (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING w o TRUSSES TO BE P.T. IF = �.. = INFORMATION TRUSSES TO BE P.T. IF z NO MOISTURE I I—I I L=III =I FLUSH W/ FACE OF SCHEDULE NO MOISTURE d U c O BARRIER (FELT PAPER BARRIER (FELT PAPER, —I II-III- MASONRY ATTACHED SEE FRAMING PLAN Q ° OR SIM) IS PROVIDED I I= --il =-I ATTACH 2x STUDS W/ OR SIM) IS PROVIDED FOR FLOOR V PER NAILING - SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS CONNECTION SEE FRAMING PLAN w O i'q SEE PLAN STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON Q III I'I'np16h O��S U BEARING 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR O r 1 �G� � SHEATHING AND CONNECTION z MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED O Z 4 LINTEL AS PER PLAN � ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR � ��ly SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR REQ'D ON EITHER SIDE OF WALL. IF WF02/ > �• MASONRY WALL PER BELOW JAMBS BEAM - O FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE O STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY d FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO a Q LINTEL AS PER PLAN STOPPING N THicKMATERIALS ss s a#V�SOTYPICAL TWO STORY COL. GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM d ''. WD. HD. HT. ' BE 1/2" GYP BOARD OR 3/4"=11-0113/4 =1 -0 3/4"=1'-0" 3/4"=1'-0" U SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ❑ Z PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN Q 0 2x STUDS SEE 2x STUDS SEE UNDER WINDOWS AND � U POWERS STEEL SILL ATTACH PER NAILING U)2x STUDS SEE w fi TYP. @ALL WINDOWS 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK SCHEDULE, O Q J o ti FRAMING PLAN FOR CONTINUOUS FROM uj N z wZ�-" :o @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOP OF TOP PLATE TO O TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON I— z U) � AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE F' C� Q -'� TO VERIFY SIZE TO VERIFY SIZE A35 EA. END o Jill 2x4 #2 SYP ANGLE TRUSSES @ 24 O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN U W Z UO oCO 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER O Q w z fD EXT FINISH PER PLAN AGAINST TRUSS SHEATHING/ DRYWALL ' �- (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. PLAN -� E z o 8 VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. w Q = o u) a - W/ (3) 12d NAILS EACH TOENAILS EA. END DOUBLE BOTTOM �' U) ❑ � W W o VERT REINF. BEYOND PRE -ENG FLOOR 2x SYP #2 RIBBON MIN 2x SYP #2 RIBBON (MIN Z Z ¢ W z z E 2x4) TO TRUSS w/ (4) PLATE O Wo 3 a �.4 END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS BOTTOM 2 H5 EA. FLOOR U a FRAME 2x4 KNEE 16d NAILS; BOTTOM O 00 2 cn 1714 MASONRY WALL PER ,,�. WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE w O Q w N PLANSYS. 42 FLOOR O.C. W/ (2) 16d NAILS CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE @ BRG DIRECTLY ON z Z O BRG DIRECTLY ON BOTTOM PLATE, SLIT U W z " U SEE FOUNDATION CMU FLOOR DECKING TO Q J (MAX) CONNECTOR CMU SEE TRUSS LAYOUT ACCOMMODATE ❑ ~ rr^^ PLAN FOR MORE INFO (2) ROWS 8d NAILS @ FOR HANGER SCHEDULE FOR STRAP O FIN. FLR. 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3 O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN d CONNECTION (2) 5/8 TYPE X WHEN 3" O.C. WALL .� SHEATHING TO EA. U W N IN GARAGE �' (2) ROWS 8d NAILS @ IN GARAGE r SHEATHING TO SEE PLAN FOR RIBBON Q 2x RIBBON OR z W GRADE . �, MASONRY WALL PER F. 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER _ �.. I... SHEATHING TO MASONRY OR MTS12 BLOCKING w/ (4) 16d ❑� PLAN . ,; PLAN w OR (3) 16d TOENAILS BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD U) SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOORNOTE: ALL FLOOR p DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING & CMU a TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME 2 NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER O BARRIER (FELT PAPIER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER z SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM IS PROVIDED Q O SO TYPICAL TWO STORY SECTION fisi�TWO STORY PARALLEL FLOOR CONNECTIONfiSl�TWO STORY PERP. FLOOR CONNECTION fisi�CANTILEVERED FLOOR TRUSS CONNECTIONfiSl�FLOOR TRUSS TO GIRDER CONNECTION o c 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF PLAN FOR MORE INFO. NO MOISTURE HANDRAIL BY OTHERS IF SHEATHING IS NOT BARRIER (FELT PAPER CONTINUOUS TO OR SIM) IS PROVIDED BOTTOM OF FLOOR TRUSS,CONTRACTOR a TO INSTALL SIMPSON LSTA18 STRAPS FROM SEE ARCH DWGS FOR EA. STUD TO TRUSS a TOPPING INFO 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING 2x12 #2 SYP CONT. SCHEDULE LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SLOPED BALCONY FLOOR TRUSS (12" SPACED VERTICALLY) SEE PLAN TALL) (60/15/5 MIN. @ 24" O.C. AND @ EA. Ing END VERTICAL (MIN. 2" LOADING) W/ LUS26 OR FROM T&B) F LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR '• ( PROVIDE ADEQUATE SIM. END CONDITION ' WATERPROOFING. NO •F. CONCRTE SLAB LINTEL PER PLAN SEE WS10/SD5 FOR E. PERMITTED ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING NOT USED 3/4"=1'-0" z 3/4"=1'-0" 3: w Q 11 I- W ❑ Z N Z = F— U) D 0.0 c* O W � � 1 ❑ 0 0 0 Z M tV (0 w .. m U) F- _jJZ LJ)W - 110 WE O F' U CL ❑ h W STRUCTURAL ENG: CFG Q DRAFTING. _ _ 1- z-STRUCT: JRH/MR w — — 0 - QC CHECK: CC U ----- x JOB No. TM- 2152257 WILD/NG- 2 SCALE: AS INDICATED SANFORD ~ DATE: 5/23/2016 #, 6- 16 26 SD5 2x BRG WALL W/ SIMPSON SP2 @ TOP & 2x BRG WALL W/ SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 @ 16" ATTACH PER NAILING SCHEDULE 10d NAILS @ 16 O.C. 2x4 STUDS @ 16" O.C. iv EXTERIOR SHEATHING SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) 12 TO BOTTOM OF SILL OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE PLATE ATTACH PER _ NAILING SCHEDULE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF FINISH I ATTACH PER NAILING EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL I I PRE-ENGINEERED ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d ROOF SHEATHING BETWEEN STUDS W/ & 6" FROM EACH END SCHEDULE 2x BLOCKING W/ 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 LEDGER W/ (2) Y4''x3-1/2" I SIMPSON LUS26. USE � INTO RECESS LEDGER IN E TOENAILS EACH END CONNECTED w/ MTS 12 TO TRUSS BELOW) 3/4" TAPCONS PER FROM EA. END - USE (3) TRUSS IDRAWINGS- � 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER STRAP BETWEEN PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING MIN. (4) 16d NAILS TO r, 12d NAILS @ 12" O.C. ATTACHED PER 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND LEDGER T'.`USE O16d NIS) ' 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL WINDOW ATTACHMENT SCALE AS INDICATED ATTACH PER NAILING ATTACHED PER (2) 2x4 #2 SYP PLAN SIMPSON Hl OA @ WINDOW SEE PLAN SHEATHING ISN'T CONT. 6" O.C. o U�p�a NAILING SCHEDULE BLOCKING w/ SIMPSON 091 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO 6 26 1 (2) 2x4 #2 SYP SCHEDULE SEE LD02/SD4 FOR BLOCKING w/ SIMPSON HUC24-2 EACH END, PARALLEL TO WALL HUC24-2 EACH END, USE (4) 10d & (2) 10d @ 24" O.C. TO FLOOR ATTACHED PER USE (4) 10d & (2) 10d NAILS. UNDER see PLA" MORE INFO. rm NAILS. UNDER see PL`" WINDOW JAMBS ONLY PLAN 7. WINDOW JAMBS USE PLAN FOR MORE INFO 4 PLATE w/ 1/2" EPDXY (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR (5) 16d NAILS BRACE z LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND INTERIOR FINISH &MORE INFO TRUSS PLAN FOR PLAN CONNECTIONS (IF 1 ANCHOR BOLT OR a 4 CONNECTIONS TRUSS IS CONT. BRG TO BLOCKING TO ALIGN W/ STUDS 1 MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER 1 OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN 1 ALL THREAD ROD PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) 1 S1 SECTION @RAISED HEEL TRUSSS1 SECTION @ COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLON ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS ""Ll— "" OTHERS EXTERIOR SHEATH(""' FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER PLAN NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILI� TRUSS SCHEDULE I I PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ I 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U: RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ ( TRUSS RUSS SHOP R PLANIDRAWINGS- 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G. 1. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER AT GIRDER LEDGER @ OPEN TO BELOW EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d J W 11 EXT. FINISH PER ARCHS 2x8 MIN. SPF #2 @ 16" O.C. -SEE FRAMING PLAN FOR MORE INFO. co w ATTACH PER NAILING SCHEDULE 10d NAILS @ 16 O.C. 2x4 STUDS @ 16" O.C. (Z0 EXTERIOR SHEATHING N Q 0 FROM TOP OF WALL 12 TO BOTTOM OF SILL SEE ARCHS FOR ROOF W U �OZC PLATE ATTACH PER _ NAILING SCHEDULE 2x4 BLOCKING ROOF SHEATHING — FINISH I ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS Hg~ SCHEDULE I I PRE-ENGINEERED I I TRUSS PER PLAN ROOF SHEATHING BETWEEN STUDS W/ & 6" FROM EACH END 2x6 #2 SYP CONT 1 I ' LEDGER W/ (2) Y4''x3-1/2" I SIMPSON LUS26. USE � INTO RECESS LEDGER IN SDS WOOD SCREWS 16 O.C. MAX. & 3 LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ TRUSS SHOP FROM EA. END - USE (3) TRUSS IDRAWINGS- � SCREWS FOR 24" O.C. 2x$ SYP #2 LEDGER W/ (2) 12d TOE NAILS PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING MIN. (4) 16d NAILS TO PLAN d BLOCKS W/ 8d NAILS @ EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T'.`USE O16d NIS) L GIRDER SEE PLAN FOR 1 D04 LEDGER @ LOW ROOF WINDOW ATTACHMENT SCALE AS INDICATED ATTACH PER NAILING 3/4"=1'-0" - - _ -- - -- - - - - - EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d J W 11 EXT. FINISH PER ARCHS 2x8 MIN. SPF #2 @ 16" O.C. -SEE FRAMING PLAN FOR MORE INFO. co w ATTACH PER NAILING SCHEDULE 10d NAILS @ 16 O.C. 2x4 STUDS @ 16" O.C. (Z0 2nd STORY WALL NAILS @ EACH END. Q BOTTOM PLATE ATTACH PER NAILING Z BAYS @ EACH LU w SCHEDULE DIAGONAL AS SHOWN. 0 N Q 0 W 12 SEE ARCHS FOR ROOF W U �OZC PER PLAN WATERPROOFING AND 2x4 CONT. W/ (2) 12d 2x4 BLOCKING 1/2" GYP. BOARD FINISH LU FASTEN ROOF LU - TRUSS ANCHOR (SEE Hg~ W/ Y2" EPDXY ANCHOR PLAN) �0 OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT ROOF SHEATHING BETWEEN STUDS W/ & 6" FROM EACH END ATTACHED PER 1 SHEATHING NAILING SCHEDULE 1 (2) 2x TOP PLATE O.H. PER ELEV. STRUCTURAL ENG: CFG FOR MORE INFO (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" SHEATHING PER PLAN (2) 12d TOE NAILS PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING PLAN d BLOCKS W/ 8d NAILS @ -STRUCT: JRH/MR BOTTOM OF TRUSS/ 1 L GIRDER SEE PLAN FOR 1 1 WINDOW ATTACHMENT SCALE AS INDICATED ATTACH PER NAILING EACH END - - _ -- - -- - - - - - SIMPSON Hl OA @ WINDOW SEE PLAN SHEATHING ISN'T CONT. 6" O.C. o U�p�a FOR LOCATION LSTA18STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO 6 26 1 TOENAILS EACH SIDE GIRDER BELOW SCHEDULE SEE LD02/SD4 FOR EACH DIAGONAL ROOF LINE TRUSSES ARE PARALLEL TO WALL 2x BASE PLATE W/ 12d ROOF SHEATHING @ 24" O.C. TO FLOOR ATTACHED PER 2x4 CONT. W/ (2) 12d 2x8 #2 SYP P.T. SILL MORE INFO. BRACE ZO PLYWOOD FLOORING PLAN SEE FLOOR FRAMING \ 2x STUDS SEE PLAN PLAN FOR MORE INFO PLATE w/ 1/2" EPDXY (5) 16d NAILS BRACE z TRUSS DIRECTION STUDS ABOVE ARE &MORE INFO 1 ANCHOR BOLT OR 1 TO BLOCKING TO ALIGN W/ STUDS 1 1 J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. 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STRUCTURAL ENG: CFG FOR MORE INFO (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" 1 MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING PLAN & CONNECTIONS FROM TOP OF WALL TO -STRUCT: JRH/MR BOTTOM OF TRUSS/ 1 L GIRDER SEE PLAN FOR 1 1 WINDOW ATTACHMENT SCALE AS INDICATED 1 INFO. IF WALL - - _ -- - -- - - - - - WINDOW SEE PLAN SHEATHING ISN'T CONT. DATE: 5/23/2016 U�p�a FOR LOCATION LSTA18STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO 6 26 1 TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING IS SEE LD02/SD4 FOR STOPPED BELOW MORE INFO IF ROOF LINE TRUSSES ARE PARALLEL TO WALL 2x BASE PLATE W/ 12d ROOF SHEATHING @ 24" O.C. TO FLOOR ATTACHED PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILING SCHEDULE NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING \ 2x STUDS SEE PLAN PLAN FOR MORE INFO SEE PLAN FOR \ \ TRUSS DIRECTION STUDS ABOVE ARE &MORE INFO 1 OL co w PLATES U.N.O. 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TO CL BOTTOM OF FLOOR SYSTEM 2 0 OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY Z UNDER 2ND STORY COLUMNS, PROVIDE q SOLID BLCOKING WITHIN FLOOR SYSTEM O F1 TYPICAL CONNECTION @ GIRDER OR BEAM fiFlk2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o 0 z_ 3/4"=1'-0" 1 "=1'-0" w Q �� I=- LLJ O Q Z CV Lu WZ = 0 O J � �Q o o 000 co w (Z0 �NIIn W W U �OZC O 0_ .�� Q O _ w Hg~ �0 U CL STRUCTURAL ENG: CFG Q DRAFTING: 1— Z w -STRUCT: JRH/MR QC CHECK: CC L J JOB No. TM -2152257 U) SCALE AS INDICATED SANFORD - - _ -- - -- - - - - - DATE: 5/23/2016 U�p�a 1 6 26 D6 �6 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END 7r SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN 3 2X12 LINE WITH MIDDLE STANDARD O 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING 2xJOISTS @LANDING @ 16"O.C. W/ SIMPSON o A35 OR LUS26 HANGER zg ON EACH SIDE op v 6" MIN. (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO ENC OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ `? STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d L CONNECT TO. BEAM ni TO MATCH JOIST NAILS @ 16" O.C. MAX. U- TO' BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4 z BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16 2 BELOW A -A PLAN VIEW a@ 90 DEGREE TURNLANDING. MASONRY WALL) 10" MIN. SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 'fl STUDS REQ'D @ END OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d 2xJOIST LEDGE STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING SYP #2 STRINGERS W/ MASONRY WAL SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING -��-, 0 FRAMING O� g SEE PLAN FOR MASONRY WALL OR WOOD WALL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE 1 B1_ I j g SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT g_g CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR STRINGERS TO BE MASONRY WALL) A -A PLAN VIEW N 180 DEGREE TURN LANDING NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS A35 @ EA. STRINGER \ TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH @ 3" O.C. TOP AND BOTTOM CHORD -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS ? PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO At STRINGER 1111 BEAM 2x12 STRINGERS ONE III I (I I I LAYOUT. HEADER ON EACH SIDE AND iIII OF LANDING ONE @ MID-SPAN(2) III I IIII REQUIRED. SEE PLAN 8'-0" FOR REQUIRED 2X BEAM PER / 2x6 A35 CONNECTION (1) 2x12 (1) 2x8 I I I I SCHEDULE @ END OF SUPPORT INFORMATION. LANDING FOR 2x8 8'-0" STRINGERS TOCONNECT 2X8 P.T. SPF #2 (MIN.) TO. BEAM LET -IN FASTEN TO TO BEAR DIRECTLY ON SLAB USING MIN. (4)4" BUILT UP COLUMN X 3" EVENLY SPACED BELOW. TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" CO MN LU BASE PLATE ATTACHED PER PLAN GEN. STAIR AND LANDING FRAMING DETAILS 3/4"=1'-0" "--- HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING PENDING LANDING BEAM HEIGHT AND PLAN MAX WIDTH LAYOUT. HEADER (#2 SYP) WITHIN SUPPORT OF LANDING WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 8'-0" FOR REQUIRED (2) 2x12 2x6 HEADER AND (1) 2x12 (1) 2x8 A SUPPORT INFORMATION. (3) 2x12 2x8 8'-0" 2x JOIST (P.T. IF (2) 2x12 ATTACHING TO 6'4" MASONRY WALL) CONT 2x6 LEDGER w/ (3) 16d NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & NAILS @ 16" O.C. MAX. (3) 2x12 TO EACH STUD. ((2) 1/4" 8'-0" x 3 1/2" TITENS @ 16" (2) 2x12 O.C. MAX. FOR 6'-0" MASONRY WALL) 2x6 WOOD OR MASONRY ( WALL SEE PLAN FOR (3) 2x12 MORE INFO 9'-0" 2x JOIST PER 2x8 SCHEDULE "--- HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING PLYWOOD FLOORING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0-1 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'4" (1) 2x12 (1) 2x8 2x6 4'-0" NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" ( Q (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" TO TRUSS W/ (3) Y4" x 3" 3 11/2" (3) 2x12 2x8 V-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 T-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" PER FLOOR PLAN NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) W Q ~ Q z 0 w 0 U) w o: �r 0 N z O !Zz 00 w w O U Z W Z n J m O----- - J w w W H LL O ®f u.i •% 4m.0 saw w 0 z z i® N < U J ®®e ,, r a 0 sj ®®•serr rr®® ��0 �( E LL W 4 CL O s, o w ofd z nO b cy) Q hal a 'Jfy N cri U '' J o LL1 6 U o O U Z O r z Z O • a Qco w x 0 U H W 0 z 0 CD cj) (A U' O W ~ LL © J rn �� � Z C.6W Z U M' E O cn 8 Qpz U -T z U i- °oo �Z�U) w W = Q 00ua)v. $ NOT USED 0 < o � a a Q '?�'vNN a z J z 0 63X/2 11 0 OIL SEE ARCH PLAN 2x4 CONT. TOP PLATE O MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO U STUDS W/ (2) 16d TOE Q W 2x4 #2 SPF STUDS X X NAILS 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM HANDRAILNOTCH SILL PLATE VERTICAL LOCATIONS). Z = w •-- U 00.. KNEEWALL F TIC Z OR VER AL NOTCH SILL AND 24 O.C. EVERY OTHER Im o �e ATTACH TOP PLATE TO 3j" ATTACH TOP PLATE TO FACE OF TRUSS PLYWOOD FLOORING STUD TO BE Q O 0 STUDS 2/ (2) 16d TOE '�'` STUDS W/ (2) 16d TOE 32" TO ALLOW VERTICAL ~ O NAILS NAILS 2x L -BRACE W/ 12d2x6 VERTICAL AND TO SLIDE DOWN TO to p 2x4 #2 SPF STUDS @ SEE ARCH PLAN( 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS z O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR ( TOENAILS @ BOTTOM) @ ANY OPENING 2x4 CONT. TOENAILS BOTTOM2x4 #2 SPF STUDS @ X ( Q w (n F- UJ ATTACH 2x6 VERTICAL TOP PLATE (ATTACH TOP PLATE = i- 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. W W >- 0 Q 0 = 11 TO TRUSS W/ (3) Y4" x 3" 3 11/2" TO STUDS W/ (2) 16d TOE NAILSSIDS D Z N DOUBLE TRUSS PARALLEL TO FLOOR W SCREWS SECTION X -X N.T.S. EQUALOOD LY U) 0Z = 0 SPACED/CENTERED IN 2x4 #2 SPF STUDS @ ACCOMMODATE 2x I CONT. BRACE & 10d 0 0 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2X4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. IN FLOOR SHEATHING U � W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS (4 STRUCTURAL ENG: CFG TO SLIDE DOWN TO I W/ 2 Y4"x3" SDS -- -- - ...... — (2) SIMPSON LSTA24 FACE OF TRUSS I O Q DRAFTING: SCREWS EQUALLY F_ STRAP (1 EA. SIDE OF Z SPACED & CENTERED z STRUCT: JRH/MR STUD) EVERY 48 O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS p -- - - `-- TO TRUSS W/ (3) Ya" x 3" -- L -BRACE @ 6'-0" O.C. & � QC CHECK: CC - -- --- __ FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENINGLu FLOOR BEAM SEE JOB No. TM - 2152257 EQUALLY U) - PLAN SPACED/CENTERED IN ��\i..D 0 SCALE AS INDICATED TRUSS SEE PLAN -- - TRUSS TO OUTSIDE DATE: 5/23/2016 FACE OF TRUSS St- NFORD HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR��aRr��� 3/4"=1'-0" N.T.S.? �? 2 6 ST1 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24 O.C. EVERY OTHER Im o �e ATTACH TOP PLATE TO 3j" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O O 0 STUDS 2/ (2) 16d TOE '�'` STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS ~ 0 O NAILS NAILS BELOW (OTHERWISE w to 2x4 #2 SPF STUDS @ SEE ARCH PLAN( ATTACH W/ (2) 12d z 24" N m O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR ( TOENAILS @ BOTTOM) 0 TOENAILS BOTTOM2x4 #2 SPF STUDS @ X ( w (n F- UJ SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I X NOTCH FLOOR FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO I 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. W >- 0 Q 0 = ACCOMMODATE 2x I CONT. BRACE & 10d 0 0 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2X4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. IN FLOOR SHEATHING U � W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS (4 STRUCTURAL ENG: CFG TO SLIDE DOWN TO I W/ 2 Y4"x3" SDS -- -- - ...... — (2) SIMPSON LSTA24 FACE OF TRUSS I O Q DRAFTING: SCREWS EQUALLY F_ STRAP (1 EA. SIDE OF Z SPACED & CENTERED z STRUCT: JRH/MR STUD) EVERY 48 O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS p -- - - `-- TO TRUSS W/ (3) Ya" x 3" -- L -BRACE @ 6'-0" O.C. & � QC CHECK: CC - -- --- __ FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENINGLu FLOOR BEAM SEE JOB No. TM - 2152257 EQUALLY U) - PLAN SPACED/CENTERED IN ��\i..D 0 SCALE AS INDICATED TRUSS SEE PLAN -- - TRUSS TO OUTSIDE DATE: 5/23/2016 FACE OF TRUSS St- NFORD HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR��aRr��� 3/4"=1'-0" N.T.S.? �? 2 6 ST1 RECORD COPY #16- 1 626