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352 Red Rose Ln 15-2671 (a)GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMEN51ON511 ' OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. LOT 10 THORNBROOKE 50 S CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/6 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION - _ _MEDITERRANEAN SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. STANTON 2055 MEEXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063, THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B•C.R. - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. GARAGE LEFT 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 S.F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 545E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. TAYLOR MORRISON EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, iF THERE 15 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 AROUND ROOF OPENINGS 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE R WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 5UI;r-ACE OF THE THORNBROOKE 50's EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. CO M M U N I I i SPECIFIC WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION STANDARD SPECIFICATIONS RE D RA'W NOTES PLAN REVISIONS- DRAWING INDEX INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THIME55 SOLID CORE COV GENERAL NOTES, INDEX, SPECIFICATIONS" lS.CJ OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH ASELF-CLOSING DEVICE, 1 SLAB INTERFACE PLAN FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, 2A FLOOR PLAN NOTES ASPHALT 5HINGLE6 (IF APPLICABLE) I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND RW5.2.61 vVL/N �i IIL i N./vi 1, Y�_iv i rnvvj./ vu i 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES CEILING FAN PRE -WIRE AND CABLE OUTLETS IN 2 B F L00 R FLAN DI M E N SIO N S FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12); TWO LAYERS OF ''� �1°.•�•••+`�.` MASTER SUITE DEN FAMILY ROOM BEDROOM i UNDERLAYMENT COMPLYING WITH A5TM P 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH `® - �®• � AND 3, SCEP CEILING At ROTUNDA, RECESSED 3 C 1 —FRONT ELEVATION e SECTION 8905.2.1. ,� o N It CAN LIGHTS AT FAMILY ROOM, MASTER 5UITE _ CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) • cc: �" 3C2 ELEVATIONS, ROOF PLAN, BUILDING SECTION AND DEN, ALTERNATE MASTER BATH PHONE I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE NIGHER POINT WHERE IT EXTENDS z PRE -WIRE IN MASTER SUITE AND DEN NICHES THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT I5 IC" -0" AWAY OR CLOSER. 3C3 — FLASHING DETAILS •6•...... OPTION AT FOYER, LAUNDRY TUN ROUGH -IN. TUB AND SHOWER AREAS: �'®®®i '� P �® " 304 - FLASHING DETAILS I. CEMENT OR GLA55 MAY' GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288 01325 OR 01118 AND FIBER -CEMENT, L.L,. INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND .. S ' RVD SOFFIT AND OVERHANG DETAILS WALL PANELS IN SHOWER AREA _ TERMITE PROTECTION: 4A ELE RICAL PLAN I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH AND BE SEALED WITHIN THE 5LA5 U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. N ::.w NO TERMITICIDE5 SHALL BE APPLIED 1N61DE THE SLEEVE: 2, PROTECTION AGAINST DECAY AND TERMITES., CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL RECORD COPY EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE 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. `. MECHANICAL AND HVAC. M 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS W PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACER A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE REVIEWED FOR CODE COMPLIANCE CONTROL SIDE TO SERVICE AN APPLIANCE. _ 3• DUCTS IN THE GARAGE AND DUCTS PENETRATING: THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF PLANS EXAMIN R A MIN. 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. !n-(2 4. FOUNDATIONS AND 5UPP0 T5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND DATE ■�■� SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 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 PROV151ON5 OF 5ECTION5 M14113. SANFORD BUILDING DIVISION EXHAUST FANS AND VENTING: A PERMIT ISSUED SHALL. BE CONSTRUED TO BE A 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. ' ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT BE D RECT Y TO THE OUTDOORS. EXHAUST AI FROM BATHROOMS AN TOILET ROOMS SHALL NOT 15CHARGE INTO AN ATTIC CRAWL ry,01 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, SPACE, OR OTHER AREAS IN51DE THE BUILDING: a CONSTRUCTION OR VIOLATIONS OF THIS CODE 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 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET IrEq (1524 mm) FOR,EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION WHERE A CLOTHES DRYER BOOSTER FAN IS 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 5005TER FAN MANUFACTURER'S INSTALLATION ,y INSTRUCTIONS WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE651BLE FROM THE ROOM IN WHICH THE DRYER 15 COMPACTION TEST LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR ^THE WORDS"THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN. RE UIUD0 Results to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE U11TH AMCA STANDARD 550 IN FBG. .,, at Slab Inspection ,h .:. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, . A DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV151ON5 OR CHANGES, NOT RELATED TO THE • ��I��tiG 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 �� - 2055 ,'°� 'aF (3D RESPONSIBLE. .I x ca I 9- J- C U rO DAVIS BEWS DESIGN GROVP N~ 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 N2, 813. 925.1800 FAX W W W.DAVISBEWS.00M Na� T EA L. > J m Lm °�'� • _T~ 0 0 ' � J V P, EE Lcc tt N . O f0 0� Lor �+ zE20 vVL/N �i IIL i N./vi 1, Y�_iv i rnvvj./ vu i 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES CEILING FAN PRE -WIRE AND CABLE OUTLETS IN 2 B F L00 R FLAN DI M E N SIO N S FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12); TWO LAYERS OF ''� �1°.•�•••+`�.` MASTER SUITE DEN FAMILY ROOM BEDROOM i UNDERLAYMENT COMPLYING WITH A5TM P 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH `® - �®• � AND 3, SCEP CEILING At ROTUNDA, RECESSED 3 C 1 —FRONT ELEVATION e SECTION 8905.2.1. ,� o N It CAN LIGHTS AT FAMILY ROOM, MASTER 5UITE _ CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) • cc: �" 3C2 ELEVATIONS, ROOF PLAN, BUILDING SECTION AND DEN, ALTERNATE MASTER BATH PHONE I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE NIGHER POINT WHERE IT EXTENDS z PRE -WIRE IN MASTER SUITE AND DEN NICHES THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT I5 IC" -0" AWAY OR CLOSER. 3C3 — FLASHING DETAILS •6•...... OPTION AT FOYER, LAUNDRY TUN ROUGH -IN. TUB AND SHOWER AREAS: �'®®®i '� P �® " 304 - FLASHING DETAILS I. CEMENT OR GLA55 MAY' GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288 01325 OR 01118 AND FIBER -CEMENT, L.L,. INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND .. S ' RVD SOFFIT AND OVERHANG DETAILS WALL PANELS IN SHOWER AREA _ TERMITE PROTECTION: 4A ELE RICAL PLAN I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH AND BE SEALED WITHIN THE 5LA5 U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. N ::.w NO TERMITICIDE5 SHALL BE APPLIED 1N61DE THE SLEEVE: 2, PROTECTION AGAINST DECAY AND TERMITES., CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL RECORD COPY EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE 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. `. MECHANICAL AND HVAC. M 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS W PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACER A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE REVIEWED FOR CODE COMPLIANCE CONTROL SIDE TO SERVICE AN APPLIANCE. _ 3• DUCTS IN THE GARAGE AND DUCTS PENETRATING: THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF PLANS EXAMIN R A MIN. 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. !n-(2 4. FOUNDATIONS AND 5UPP0 T5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND DATE ■�■� SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 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 PROV151ON5 OF 5ECTION5 M14113. SANFORD BUILDING DIVISION EXHAUST FANS AND VENTING: A PERMIT ISSUED SHALL. BE CONSTRUED TO BE A 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. ' ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT BE D RECT Y TO THE OUTDOORS. EXHAUST AI FROM BATHROOMS AN TOILET ROOMS SHALL NOT 15CHARGE INTO AN ATTIC CRAWL ry,01 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, SPACE, OR OTHER AREAS IN51DE THE BUILDING: a CONSTRUCTION OR VIOLATIONS OF THIS CODE 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 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET IrEq (1524 mm) FOR,EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION WHERE A CLOTHES DRYER BOOSTER FAN IS 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 5005TER FAN MANUFACTURER'S INSTALLATION ,y INSTRUCTIONS WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE651BLE FROM THE ROOM IN WHICH THE DRYER 15 COMPACTION TEST LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR ^THE WORDS"THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN. RE UIUD0 Results to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE U11TH AMCA STANDARD 550 IN FBG. .,, at Slab Inspection ,h .:. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, . A DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV151ON5 OR CHANGES, NOT RELATED TO THE • ��I��tiG 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 �� - 2055 ,'°� 'aF (3D RESPONSIBLE. I 9- J- DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.00M TAMPA •DENVER EA vVL/N �i IIL i N./vi 1, Y�_iv i rnvvj./ vu i 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES CEILING FAN PRE -WIRE AND CABLE OUTLETS IN 2 B F L00 R FLAN DI M E N SIO N S FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12); TWO LAYERS OF ''� �1°.•�•••+`�.` MASTER SUITE DEN FAMILY ROOM BEDROOM i UNDERLAYMENT COMPLYING WITH A5TM P 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH `® - �®• � AND 3, SCEP CEILING At ROTUNDA, RECESSED 3 C 1 —FRONT ELEVATION e SECTION 8905.2.1. ,� o N It CAN LIGHTS AT FAMILY ROOM, MASTER 5UITE _ CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) • cc: �" 3C2 ELEVATIONS, ROOF PLAN, BUILDING SECTION AND DEN, ALTERNATE MASTER BATH PHONE I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE NIGHER POINT WHERE IT EXTENDS z PRE -WIRE IN MASTER SUITE AND DEN NICHES THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT I5 IC" -0" AWAY OR CLOSER. 3C3 — FLASHING DETAILS •6•...... OPTION AT FOYER, LAUNDRY TUN ROUGH -IN. TUB AND SHOWER AREAS: �'®®®i '� P �® " 304 - FLASHING DETAILS I. CEMENT OR GLA55 MAY' GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288 01325 OR 01118 AND FIBER -CEMENT, L.L,. INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND .. S ' RVD SOFFIT AND OVERHANG DETAILS WALL PANELS IN SHOWER AREA _ TERMITE PROTECTION: 4A ELE RICAL PLAN I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH AND BE SEALED WITHIN THE 5LA5 U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. N ::.w NO TERMITICIDE5 SHALL BE APPLIED 1N61DE THE SLEEVE: 2, PROTECTION AGAINST DECAY AND TERMITES., CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL RECORD COPY EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE 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. `. MECHANICAL AND HVAC. M 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS W PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACER A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE REVIEWED FOR CODE COMPLIANCE CONTROL SIDE TO SERVICE AN APPLIANCE. _ 3• DUCTS IN THE GARAGE AND DUCTS PENETRATING: THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF PLANS EXAMIN R A MIN. 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. !n-(2 4. FOUNDATIONS AND 5UPP0 T5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND DATE ■�■� SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 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 PROV151ON5 OF 5ECTION5 M14113. SANFORD BUILDING DIVISION EXHAUST FANS AND VENTING: A PERMIT ISSUED SHALL. BE CONSTRUED TO BE A 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. ' ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT BE D RECT Y TO THE OUTDOORS. EXHAUST AI FROM BATHROOMS AN TOILET ROOMS SHALL NOT 15CHARGE INTO AN ATTIC CRAWL ry,01 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, SPACE, OR OTHER AREAS IN51DE THE BUILDING: a CONSTRUCTION OR VIOLATIONS OF THIS CODE 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 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET IrEq (1524 mm) FOR,EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION WHERE A CLOTHES DRYER BOOSTER FAN IS 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 5005TER FAN MANUFACTURER'S INSTALLATION ,y INSTRUCTIONS WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE651BLE FROM THE ROOM IN WHICH THE DRYER 15 COMPACTION TEST LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR ^THE WORDS"THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN. RE UIUD0 Results to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE U11TH AMCA STANDARD 550 IN FBG. .,, at Slab Inspection ,h .:. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, . A DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV151ON5 OR CHANGES, NOT RELATED TO THE • ��I��tiG 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 �� - 2055 ,'°� 'aF (3D RESPONSIBLE. 3'-6116'40" A/C PAD (VERIFY LOCATION) H$ t 40'-0" 20'-8" I' 4 G.C. VERIFY ACRYLIC cA — 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813. 925. 1300 TEL 813.9,�255..y�1g800 FAX W 111 11EWS.COM E a 1AW �11 od�j r41. • C]t► W O I - -.. PAVER DRIVE / LEADWALK 8" 4'-8" 2'-8.. 11'-4" 2055 2'-4' 16'-0" 21-41151-41114'-0" In' -all 19' 4" I3UIL�; SLAB INTERFACE PLAN 1 STANTON (TM) ELEVATION "ME - MEDITERRANEAN" �i� SCALE: 1/4" = 1'-0 GARAGE LEFT 44' \ON x C U ro C LANAI coN� 2 c, 8 8 3/4° P.v.c, 0 � J T O `^ ELEVATION c0 CONDEN5ATION E8i �_ �°' f) 0' 4" N DRAIN ��fCn OG20 BY PLUMBER 3 12'-2" 4'-4" 2'-6" N 11/2" RECE55 FOR POCKET 5LIDER N N T ELEVATION AT 0-0" (A55UMED) OL 1'-2" 12'-6" 20'-4" II IIIA it T"— �7>aM I I X I II � L__—�/�� - 8 4'-6" 2'-3" 3' -IC" 8' 5" 8'-4" 4'-8" 1'-4" 3'-8" loll, SHOWER RECE55 = _ v _� — /-I \ V=� / r� ( LAV.) ( LAV.) �� r� / D.W. ELEVATION HEAD i \ J/ TUB/I l SHOWER Iii PROVIDE WATER LINE FOR ICE MAKER nr --ice I1Q UL J6 I� 20'-4" o a' ^4A 3G2 20' -5l- 0' -5" I ,---,I F - L_ — ISI I—' — —I I ac III L_—�I1 II ROUGH -IN /5� 1 ELEVATION ILAGAL. I Q l) 0'-4" z 18" H. W.N. STANp FOR W.H. ABV. 11-4"LINE OF 3" 5TEELSEE STRUG r PIPE FOR CONCRETE 3'-0°BOLLARD ABV. ELEVATION N PAVERS ELEVATION - O 0'-4° 8" IV -4.. al 6.0 - 13'-4" H$. 8 ill ELEVATION ELEVATION ELEVATION e e e (+) 0'-0" l -) 0'-6" (40'-o'ILI 0 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813. 925. 1300 TEL 813.9,�255..y�1g800 FAX W 111 11EWS.COM E a 1AW �11 od�j r41. • C]t► W O I - -.. PAVER DRIVE / LEADWALK 8" 4'-8" 2'-8.. 11'-4" 2055 2'-4' 16'-0" 21-41151-41114'-0" In' -all 19' 4" I3UIL�; SLAB INTERFACE PLAN 1 STANTON (TM) ELEVATION "ME - MEDITERRANEAN" �i� SCALE: 1/4" = 1'-0 GARAGE LEFT x C U ro C coN� 2 c, 0 � J T O `^ c0 E8i �_ �°' N ��fCn OG20 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813. 925. 1300 TEL 813.9,�255..y�1g800 FAX W 111 11EWS.COM E a 1AW �11 od�j r41. • C]t► W O I - -.. PAVER DRIVE / LEADWALK 8" 4'-8" 2'-8.. 11'-4" 2055 2'-4' 16'-0" 21-41151-41114'-0" In' -all 19' 4" I3UIL�; SLAB INTERFACE PLAN 1 STANTON (TM) ELEVATION "ME - MEDITERRANEAN" �i� SCALE: 1/4" = 1'-0 GARAGE LEFT G 0 0 16" H. W.H. STAND FOR W.N. I� TYPICAL MASONRY MOULDING (TYP.) WINDOW SCHEDULE L— _ ARE AT 45° (UN.O.) WINDOW WIDTHS =� 54"x22" C, 12' ID" A.F.F. 20" 27" F 37 53" A Ixb TRIM Bp. �e WINDOW CALL -OUTS WWW.L7AVISBEWS.00M -I 2 x4 BLOCKS ELEVATION T '' "Nj B N LL� TO FURRING; �n� a 4 26" FIELD VERIFY 12 5N 1/2 32 5N 22 514 32 5N Lu ) DETAIL TILE ZrLL4;t�_ v SHOWER V) z HEAD O 39" U 13 5N 1/2 33 5H 23 5N 33 514 2-I/235.5H. 2A2 FOR FLOOR PLAN HD. AT 6'4" 0 W/ DIMENSIONS HATCHING LEGEND 0 51" 14 5H 1/2 34 514 24 514 34 5H z 63" 0 15 51-I 1/2 35 5N 25 5N 35 514 w Z; 12" 3: 16 5N 1/2 36 5H 26 5N 36 544 G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, u� w WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER ~O MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) G 0 0 16" H. W.H. STAND FOR W.N. I� O MOULDING (TYP.) cz-0 L— _ ARE AT 45° (UN.O.) 060 54"x22" C, 12' ID" A.F.F. ATTIC ACCE55 z 0 A Ixb TRIM Bp. �e � am 12'-0"x11'-6" GARAGE WWW.L7AVISBEWS.00M -I 2 x4 BLOCKS ELEVATION T '' "Nj B N LL� TO FURRING; �n� a 4 INN FIELD VERIFY �a )OR IN OPEN POSITION t 0—tNp � 0 ) DETAIL TILE ZrLL4;t�_ v SHOWER V) z HEAD G 0 0 16" H. W.H. STAND FOR W.N. 9�. O MOULDING (TYP.) cz-0 L— _ ARE AT 45° (UN.O.) 060 54"x22" 3 - Ix4 BLOCKS 12' ID" A.F.F. ATTIC ACCE55 z 0 A Ixb TRIM Bp. � am 12'-0"x11'-6" GARAGE WWW.L7AVISBEWS.00M -I 2 x4 BLOCKS ELEVATION T '' "Nj B 00:2 J N w -0 V O LL� TO FURRING; �n� 19'-4"x22'-0" 4 �_* FIELD VERIFY G 0 0 16" H. W.H. STAND FOR W.N. 5-1/4" CROUN O MOULDING (TYP.) ELEVATION L— _ ARE AT 45° (UN.O.) 060 54"x22" 3 - Ix4 BLOCKS 12' ID" A.F.F. ATTIC ACCE55 z 0 Ixb TRIM Bp. � am 12'-0"x11'-6" GARAGE WWW.L7AVISBEWS.00M -I 2 x4 BLOCKS ELEVATION T '' "Nj B 00:2 J N w -0 V O LL� TO FURRING; 9, -Io" A.FF, 19'-4"x22'-0" 4 8'-0" PLT. IST. F'avERS FIELD VERIFY Ix4 TRIM 5q. )OR IN OPEN POSITION t 0—tNp � 0 ) DETAIL ,-.-1ROTUNDA ZrLL4;t�_ v G 0 0 16" H. W.H. STAND FOR W.N. iiil.l div l♦ k I ANGLED WALLS W O @}� L— _ ARE AT 45° (UN.O.) 060 54"x22" Qi ATTIC ACCE55 z 0 ' ty am 12'-0"x11'-6" GARAGE WWW.L7AVISBEWS.00M O T '' "Nj B 00:2 J N w -0 V O LL� TO FURRING; 19'-4"x22'-0" 4 8'-0" PLT. IST. F'avERS EC u•t �0) ENTRY )OR IN OPEN POSITION t 0—tNp � 0 ) U ZrLL4;t�_ v V) z O U I 0 REFER TO SHEET 2-I/235.5H. 2A2 FOR FLOOR PLAN HD. AT 6'4" 0 W/ DIMENSIONS HATCHING LEGEND INSULATE WALL iiil.l div l♦ k I ANGLED WALLS W .I x co @}� L— _ ARE AT 45° (UN.O.) 060 54"x22" N. ATTIC ACCE55 z DEN am 12'-0"x11'-6" GARAGE WWW.L7AVISBEWS.00M ��`; FLUSH FRAME 9'-4" FLAT CLG. T '' "Nj B 00:2 J N w -0 V O LL� TO FURRING; 19'-4"x22'-0" 8'-0" PLT. IST. F'avERS EC u•t �0) ENTRY )OR IN OPEN POSITION t 0—tNp � 0 ) ZrLL4;t�_ v V) z �o a 12' ID" CLo, I AFF. ----- ( 2-I/235.5H. HD. AT 6'4" MEN • JOB NUMBER 25002.258 ' CAD FILENAME LOT 10 ISSUED 08-05-15 REVISED W .I x co U rtoo 060 © N N. DAVIS BEWS DESIGN GKOVP v+ 0 cclj Lm PJM Q WWW.L7AVISBEWS.00M `. `' L- • T '' "Nj B 00:2 J N w -0 V O • • �® 0 .r r 0 co s 00 000 O EC u•t �0) t 0—tNp � 0 ) ZrLL4;t�_ v V) z MEN • JOB NUMBER 25002.258 ' CAD FILENAME LOT 10 ISSUED 08-05-15 REVISED T.o.M. T.o.M. !GE DOOR i ARCHED HDR 9 4 (SEE ELEVATION) 91-411 A.F.F. AFF, LIVING 2055 S.F. • PAVER DRIVE / LEADWALK GAfRAGE: 4ro0 S.F. 2055 G.C. VERIFY TEMP. LANAI 17 (0 S.F. • GLASS INSERT FOR ENTRY 4ro S.F. FRONT DOOR NEW TOTAL 60. FT. 2131 5.1=, TITLE • FLOOR PLAN NOTES 7I L.�i DETAILS c 8,4 - c> �b'�RTtvlhea� FLOOR PLAN NOTES, 5 2 6' I1 I1 SHEET.. STANTON(TM)ELEVATION M E - MEDITERRANEAN SCALE: 1/4" - I'-0" 2A GARAGE LEFT • W © N N DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OUXMAR, FLORmA 34677 813.925.1300 TEL 813. 925.1800 FAX Q WWW.L7AVISBEWS.00M T '' "Nj B • • �® 0 .r r s 00 000 O 0 0 W 0 V) z O 0 T.o.M. T.o.M. !GE DOOR i ARCHED HDR 9 4 (SEE ELEVATION) 91-411 A.F.F. AFF, LIVING 2055 S.F. • PAVER DRIVE / LEADWALK GAfRAGE: 4ro0 S.F. 2055 G.C. VERIFY TEMP. LANAI 17 (0 S.F. • GLASS INSERT FOR ENTRY 4ro S.F. FRONT DOOR NEW TOTAL 60. FT. 2131 5.1=, TITLE • FLOOR PLAN NOTES 7I L.�i DETAILS c 8,4 - c> �b'�RTtvlhea� FLOOR PLAN NOTES, 5 2 6' I1 I1 SHEET.. STANTON(TM)ELEVATION M E - MEDITERRANEAN SCALE: 1/4" - I'-0" 2A GARAGE LEFT • W © N N Q 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925 1800 FAX W W W.DAVISBEWS COM T Iii.! R. b 9 o••00000000 � �®f TM, •' i fie% .u�^ Ln , N •� z Lo10 00 0000 0 0 0 U0 0 cem a :T ISL 1 0 T"I >= 0 • REFER TO 5WEET u 55 2A FOR FLOOR PLAN 8" 5'-4" ' wl NOTES 811 4'-811 21-811 II' 4" 21-411 16'-0" M.O. 2.411 51.411 144" �,i:�i� �c 201411 191-4"a�M:fi 401.0" PLAN FLOOR DIMENSIONS # 2671 �5 STANTON LTM)ELEVATION "ME -MEDITERRANEAN SCALE: 1/411 = 1'-011 GARAGE LEFT x. O J � � N' ti rn a°1a" .2,0"00) 1p D LANAI > _ M 6 IDLL 0 0� J 0 m OgC0 1 co �}1 L N 3' 0" 12'-2" M.D. 41.411 1 2141co I o FAMILY ROOM N 6•-211 31.811 4'-3" 3'-2" 2' -II" I I ° 1 M J 0 _ 1 KITCHEN o 5' UII /_I QI1 CJ V 211611 , II' -61l I nr- 1 UL 11-61 I BRKFST. 0" -@ (TYP: i i 41-111J1.0111,11-611 51.011 11 611J1.011 111-611 a 1I �4`41-111 31-111 61-41' - 17— — — — 4N I TYP. -- DINING N moi' M DEN `�' ENTRY — 13'-4" I6'-011 8" I 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925 1800 FAX W W W.DAVISBEWS COM T Iii.! R. b 9 o••00000000 � �®f TM, •' i fie% .u�^ Ln , N •� z Lo10 00 0000 0 0 0 U0 0 cem a :T ISL 1 0 T"I >= 0 • REFER TO 5WEET u 55 2A FOR FLOOR PLAN 8" 5'-4" ' wl NOTES 811 4'-811 21-811 II' 4" 21-411 16'-0" M.O. 2.411 51.411 144" �,i:�i� �c 201411 191-4"a�M:fi 401.0" PLAN FLOOR DIMENSIONS # 2671 �5 STANTON LTM)ELEVATION "ME -MEDITERRANEAN SCALE: 1/411 = 1'-011 GARAGE LEFT x. O J � � N' ti rn .2,0"00) 1p D > _ M 6 IDLL 0 0� J 0 OgC0 [- r 0 O �}1 L N p fp0 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925 1800 FAX W W W.DAVISBEWS COM T Iii.! R. b 9 o••00000000 � �®f TM, •' i fie% .u�^ Ln , N •� z Lo10 00 0000 0 0 0 U0 0 cem a :T ISL 1 0 T"I >= 0 • REFER TO 5WEET u 55 2A FOR FLOOR PLAN 8" 5'-4" ' wl NOTES 811 4'-811 21-811 II' 4" 21-411 16'-0" M.O. 2.411 51.411 144" �,i:�i� �c 201411 191-4"a�M:fi 401.0" PLAN FLOOR DIMENSIONS # 2671 �5 STANTON LTM)ELEVATION "ME -MEDITERRANEAN SCALE: 1/411 = 1'-011 GARAGE LEFT { 11/2" THICK 5AND FIN 15 KEY5TONE (IF APPLICABLE) RA15ED 5AND FINI5 TEXTURED FIN15H NOTE: z THI5 DETAIL 5H W5 THE TYPICAL THICKNE55 o OF ALL RA15ED TEXTURED FIN15H BANDING o,,,c AND 5AND FINI5 ,ED KEY5TONE5 (WHERE I- APPLICABLE) IF 7HICKNE5515 TO BE L Q DIFFERENT IT WIL BE CALLED OUT AT 5PECIFIC KEYNO E CALL -OUT z IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATIONQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014)IBE 03.6.1 AND ASTM C 1(063. THICK THIGKNE65 OFXTURED FIN15H OVER FRAME APPLICATION PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND AFM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE GLEAR OPENING HEIGHT5 �c IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 5CALE: 3" - I'-0 c EGRE55 NOTE: EACH BEDROOM MU5T HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM �z ELL - 3�� I11211, 111, I/2• �� I�� F.G. 8" 8" SEGMENTED DECORATIVE CROWN 3 COPED BANDING DETAIL MOLDING DETAIL ENTRY F.G. DETAIL 5CALE: 1/2" = 14" SCALE: 1/2" = 4" 5CALE: 1/2 _ 1411 �5HINGLE 12 5 IIN LE ROOF 6 ROOF z DAVISrell GROUPS 11-011 CROWN 12 MOULDING 6 (5EE DETAIL) 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 12 813. 925. 1800 FAX WWW.DAVISBEW&COM 6 � -- STUGCO PLT. HT. _T.O.M. BEYOND Q 6 T, 5 FINISH-� ••••®•• ® � LSHINGLE SADDLE 8" 5EGMENTED ROOF 3 -9 2 -0 COPED BANDING HINGLE �`` •• °� �'W GC, VERIFY ALUMINUM '�' ITYP.) ROOF �� o <r T.O.M. BEYOND T.O.M. • "�'� FASCIA OVER 2x6 ao t` � v � 5U5 FASCIA (TYP.) _" . d`civ � T.O.M. Z° 8" 5EGMENTED fes' •�� ® `� � � �' ' COPED BANDING ❑ � ❑ � ❑ ❑ ❑ 6i e FINRED. SH. rrYPaal� = TEXTURED FIN15H E El F7 F71 F❑ 8" 5EGMENTED D COPED BANDING ITYPJ FIN15H FLOOR LINE 177 1 FINISH FLOOR LINE ALIGN TOP OF GRADE LINE BANDING W. BOTt , (455UMED) G.C. VERIFY TEMP. OF WINDOW STANTON (TM) ELEVATION "ME - PCU I I.O��I/ G car) n � #15-2571 MEDITERRANEAN GARAGE LEFT LII vJo .II • TI TLE • FRONT ELEVATION DETAILS SHEET II .i(:1 II K �a J rQ 0 N MNh � C\j d ,= �. >;JM ` L. is ' 00 021 0 h � J 'o h0 i C Q %Eo FL Q S 0.- 0 N ICC 1. }� o Z ',� G 01 z DAVISrell GROUPS 11-011 CROWN 12 MOULDING 6 (5EE DETAIL) 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 12 813. 925. 1800 FAX WWW.DAVISBEW&COM 6 � -- STUGCO PLT. HT. _T.O.M. BEYOND Q 6 T, 5 FINISH-� ••••®•• ® � LSHINGLE SADDLE 8" 5EGMENTED ROOF 3 -9 2 -0 COPED BANDING HINGLE �`` •• °� �'W GC, VERIFY ALUMINUM '�' ITYP.) ROOF �� o <r T.O.M. BEYOND T.O.M. • "�'� FASCIA OVER 2x6 ao t` � v � 5U5 FASCIA (TYP.) _" . d`civ � T.O.M. Z° 8" 5EGMENTED fes' •�� ® `� � � �' ' COPED BANDING ❑ � ❑ � ❑ ❑ ❑ 6i e FINRED. SH. rrYPaal� = TEXTURED FIN15H E El F7 F71 F❑ 8" 5EGMENTED D COPED BANDING ITYPJ FIN15H FLOOR LINE 177 1 FINISH FLOOR LINE ALIGN TOP OF GRADE LINE BANDING W. BOTt , (455UMED) G.C. VERIFY TEMP. OF WINDOW STANTON (TM) ELEVATION "ME - PCU I I.O��I/ G car) n � #15-2571 MEDITERRANEAN GARAGE LEFT LII vJo .II • TI TLE • FRONT ELEVATION DETAILS SHEET II .i(:1 II VENT CALCULATIONS BASED ON THE FOLLOWING �q VENT REQUIREMENTS *VENTILATION CALCULATIONS 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT ATTIC AREA = 2738 SQ. FT. / 300 = 9.13 SQ. FT. IF MORE SOFFIT INTAKE VENTING IS REQUIRED HATCHING INDICATES X 144 =1314 SQ. IN. REFER TO SHEET "RVD" FOR BOTH TILE AND RECESS IN TRUSSES FOR SHINGLE ROOF APPLICATIONS. TRAY CLG. BELOW (TYP.) HALF AT UPPER 2/3 ROOF VENTS = 657.12 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 5 G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS _ REQUIRED, PER MANUFACTURER'S SPECIFICATIONS HALF AT LOW SOFFIT / EAVE VENTS = 657.12 SQ. IN. OF NET FREE AREA PER VENT. ACTUAL SOFFIT VENTILATION = 614 SQ. IN. UA w p_ TV n� o� � AA yA S- V KNEE , �I WALL HATCHING INDICATES FIRE RATED EAVES (NO SOFFIT 0, y VENTILATION AT THESE AREAS (TYP.) ivII � II KNEE SADDLE WALL -.Ili II I I II II I I II r 0° TYP. OVERHANG AT HIP l UN.OJ ROOF PLAN-. SCALE: 1/8" C-0" TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE C I SCALE: 3" - I'-0" EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM 40'-0" (VERIFY V TRU55 MANUF) 12 12 6__- a6 — RooF rmusSES AT 24" O.C. (TYPICAL) TRAY CLG, 2.96 0 12 BR. 3 _ BRK ST: SECTION AA s z U TO 0 1 0 o w ,w V, 2 N LLA co x >Lul >�JM FINISH 6 ` 10 Co 00 � J T V w TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE C I SCALE: 3" - I'-0" EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM 40'-0" (VERIFY V TRU55 MANUF) 12 12 6__- a6 — RooF rmusSES AT 24" O.C. (TYPICAL) TRAY CLG, 2.96 0 12 BR. 3 _ BRK ST: SECTION AA SCALE: 1/8" :' 14 _ 12 } E 6 12 12 ----SHINGLE � 6 (0 F7, ROOF DAVIS BEWS DESIGN GROVP G.C. VERIFY ALUMINUM LSNINGLE FASCIA OVER 2x6 ROOF 7 STUCCO 150 STATE STREET EAST SUB FASCIA (TYP.) / FINISH OLDWAR, FLORIDA 34677 ---SHINGLE 12 813.925.13. T.O.M. T.OM. a 6tP TEL ROOF `-"" T.OM. 813. 92255 . 11880a FAX t, _ WWWiTIr�1//EWS.COM %� 2' 0" b L TEXTURED TEXTURED TYP. •. ,® ,, W FIN15H 7 u, TEMP. FINISH 7 * �k �' RETURN `A • • � LL +•° �' �" � AT SIDES Q LS.•+ N °�' FINISH FLOOR LINE- - - -_ - _ - - - _ _ - _ FINISH FLOOR LINE Gll - - 1. . .� 0: GRADE LINE (ASSUMED) • =, " LEFT ELEVATION .•P� .•a S,`,,�. w 1� SCALE:1/8" I'-0° ,�� 12 6 12 Q6 L5HINGLE 0 ROOF/ T.OM. T.O.M. T.oM. ■�■r K m w U TO 0 1 0 N' n ,w V, 2 N co >�JM FINISH 6 ` 10 Co 00 � J T V w 0 OHO FIN15H FLOOR LINE �c 0 _1 .c :; }+ N 4, o • T Y _ FINISH FLOOR LINE FINISH FLOOR LINE 0} C0^ z 0 _ SCALE: 1/8" :' 14 _ 12 } E 6 12 12 ----SHINGLE � 6 (0 F7, ROOF DAVIS BEWS DESIGN GROVP G.C. VERIFY ALUMINUM LSNINGLE FASCIA OVER 2x6 ROOF 7 STUCCO 150 STATE STREET EAST SUB FASCIA (TYP.) / FINISH OLDWAR, FLORIDA 34677 ---SHINGLE 12 813.925.13. T.O.M. T.OM. a 6tP TEL ROOF `-"" T.OM. 813. 92255 . 11880a FAX t, _ WWWiTIr�1//EWS.COM %� 2' 0" b L TEXTURED TEXTURED TYP. •. ,® ,, W FIN15H 7 u, TEMP. FINISH 7 * �k �' RETURN `A • • � LL +•° �' �" � AT SIDES Q LS.•+ N °�' FINISH FLOOR LINE- - - -_ - _ - - - _ _ - _ FINISH FLOOR LINE Gll - - 1. . .� 0: GRADE LINE (ASSUMED) • =, " LEFT ELEVATION .•P� .•a S,`,,�. w 1� SCALE:1/8" I'-0° ,�� 12 6 12 Q6 L5HINGLE 0 ROOF/ T.OM. T.O.M. T.oM. ■�■r W cE 6� GRADE LINE REAR ELEVATION (ASSUMED) SCALE: 1/8" - 14" 12 0O 12 6� 6� �6 >= SHINGLE ROOF G.C. VERIFY ALUMINUM 12 12 FASCIA OVER 2x6 12 6 SUB FASCIA (TYP.) 6 � TOM, T.O.M. _ 21-011 ■ / TEXTURED _ u, FINISH _ FIN15H FLOOR LINE _ _ _ _ _ _ _ - _ _ FINISH FLOOR LINE - 2055 RADE LINE (ASSUMED) RIGHT ELEVATION TITLE SCALE: I/8" = V-011 G, SIDE AND REAR ELEVATIONS ROOF PLAN DETAILS "ME MEDITERRANEAN STANTON ELEVATION TEXTURED FINISH FIN15H FLOOR LINE TEMP. Y _ FINISH FLOOR LINE FINISH FLOOR LINE _ W cE 6� GRADE LINE REAR ELEVATION (ASSUMED) SCALE: 1/8" - 14" 12 0O 12 6� 6� �6 >= SHINGLE ROOF G.C. VERIFY ALUMINUM 12 12 FASCIA OVER 2x6 12 6 SUB FASCIA (TYP.) 6 � TOM, T.O.M. _ 21-011 ■ / TEXTURED _ u, FINISH _ FIN15H FLOOR LINE _ _ _ _ _ _ _ - _ _ FINISH FLOOR LINE - 2055 RADE LINE (ASSUMED) RIGHT ELEVATION TITLE SCALE: I/8" = V-011 G, SIDE AND REAR ELEVATIONS ROOF PLAN DETAILS "ME MEDITERRANEAN STANTON ELEVATION 50# FELT OVER METAL FLASHING SHINGLE ROOF PER CONTRACT /--7- TYPICAL VALLEY FLASHING DETAIL 7 N.T.S. N CONTRACT 6 5"x5" METAL FLASHING JOB NUMBER 25002.258 w/TAR BETWEEN CAD FILE NAME LOT 10 FLASHING AND SHINGLES ISSUED 08-05-15 RUN KICKOUT FLASHING 6" j REMISED PAST EDGE OF ROOF ROOF PER PLAN 11CAL ROOF TO WALL FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW N.T.S. EXTERIOR SHEATHING WALL COVERING wFgT FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING yFR RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL RFs�s ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER T WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. e'�R PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER �R703.2 WATER -RESISTIVE BARRIER P� ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 R SILL PLATE P�� FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL (SEE DETAIL B FOR OPTIONS) EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT BRG. HGT. LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF ALUM. DRIP EDGE 4 CORNER PATCH WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE ` REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 2x6. FASCIA 0 R703.8 FLASHING APPROVED CORROSION FLASHING FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VENTED ALUM. SOFFIT FLASHING 44 1O ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING FLASHING 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 NOTES; CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING To BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6"WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT S DOOR FLASH [NG, DETAIL DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: KI T TYPICAL SLIDING GLAS MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER HEAD S TIE-IN WITH WEATHER RESISTIVE BARRIER: PROTECTION AT THE HEAD AND SIDES. x 0 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH DAVIS BEWS DESIGN GROVP C 0 0 0 .� �E FLASHING TO FORM WATER SHEDDING LAPS 3 TAB 25 YR SHINGLE ON 15# / SILL PLATE ,' 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO FELT OVER ROOF SHEATHING ALLOW FOR FLASHING INSTALLATION SPECIFIED ON NAILING SCHEDULE ROOF OVER 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF 1 TRUSSES AT 24" O.C. 2 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 12 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE HURRICANE STRAP PER V AS PITCH PER ROOF FRAMING PLAN ELEV. CONTRACT 6 5"x5" METAL FLASHING JOB NUMBER 25002.258 w/TAR BETWEEN CAD FILE NAME LOT 10 FLASHING AND SHINGLES ISSUED 08-05-15 RUN KICKOUT FLASHING 6" j REMISED PAST EDGE OF ROOF ROOF PER PLAN 11CAL ROOF TO WALL FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW N.T.S. EXTERIOR SHEATHING WALL COVERING wFgT FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING yFR RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL RFs�s ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER T WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. e'�R PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER �R703.2 WATER -RESISTIVE BARRIER P� ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 R SILL PLATE P�� FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL (SEE DETAIL B FOR OPTIONS) EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT BRG. HGT. LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF ALUM. DRIP EDGE 4 CORNER PATCH WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE ` REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 2x6. FASCIA 0 R703.8 FLASHING APPROVED CORROSION FLASHING FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VENTED ALUM. SOFFIT FLASHING 44 1O ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING FLASHING 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 NOTES; CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING To BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6"WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT S DOOR FLASH [NG, DETAIL DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: KI T TYPICAL SLIDING GLAS MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER HEAD S / >M EXTERIOR . ,: sHEATHIN� PROTECTION AT THE HEAD AND SIDES. x 0 DAVIS BEWS DESIGN GROVP C 0 0 0 .� �E Lo U to fO N, CEO 0) 0N C7 M > o J LL aJ� N p _o�C00 rLLL�� =}'cl, 45 o zr° / SILL PLATE ,' 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 2 � CONTRACT 6 5"x5" METAL FLASHING JOB NUMBER 25002.258 w/TAR BETWEEN CAD FILE NAME LOT 10 FLASHING AND SHINGLES ISSUED 08-05-15 RUN KICKOUT FLASHING 6" j REMISED PAST EDGE OF ROOF ROOF PER PLAN 11CAL ROOF TO WALL FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW N.T.S. EXTERIOR SHEATHING WALL COVERING wFgT FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING yFR RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL RFs�s ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER T WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. e'�R PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER �R703.2 WATER -RESISTIVE BARRIER P� ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 R SILL PLATE P�� FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL (SEE DETAIL B FOR OPTIONS) EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT BRG. HGT. LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF ALUM. DRIP EDGE 4 CORNER PATCH WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE ` REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 2x6. FASCIA 0 R703.8 FLASHING APPROVED CORROSION FLASHING FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VENTED ALUM. SOFFIT FLASHING 44 1O ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING FLASHING 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 NOTES; CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING To BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6"WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT S DOOR FLASH [NG, DETAIL DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: KI T TYPICAL SLIDING GLAS MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER HEAD S / >M EXTERIOR . ,: sHEATHIN� PROTECTION AT THE HEAD AND SIDES. RESISTIVE/ DAVIS BEWS DESIGN GROVP BARRIER TAPE / SILL PLATE ,' 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 2 � �►Illiill�� 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. (ASSEMBLED 1 FLASHING WINDOW) / 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. V FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. / FLASHING DO NOT FLASH / OVER BOTTOM w 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J NAILING FLANGE FLA RING TIE IN 4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM . INSTRUCTIONS: NOTES: 1. CUT, FOLD UP &TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME ' 2055SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION, BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. • TI TLE • 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7. AT BUILT-IN GUTTERS. FLASHING DETAILS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE ui�o - 3. FOLD WEATHER BAC OVERRESISTIVE BARRIER TO FORM WATER SHEDDING LAPS :may - FLASHING AND SEAL WITH TAPE X15-�67�� SHEET TYPICAL WINDOW FLASHING DETAIL FLASHING DETAILS3 3 . C N.T.S. N.rs. GARAGE LEFT • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBWS.COM A EP_ I Egg 4. % d z O�_ p • �►Illiill�� V C) J . INSTRUCTIONS: NOTES: 1. CUT, FOLD UP &TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME ' 2055SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION, BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. • TI TLE • 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7. AT BUILT-IN GUTTERS. FLASHING DETAILS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE ui�o - 3. FOLD WEATHER BAC OVERRESISTIVE BARRIER TO FORM WATER SHEDDING LAPS :may - FLASHING AND SEAL WITH TAPE X15-�67�� SHEET TYPICAL WINDOW FLASHING DETAIL FLASHING DETAILS3 3 . C N.T.S. N.rs. GARAGE LEFT • EXTERIOR - EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. SHEATHING �• ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND REFER TO TECHNICAL / / OR EQUAL WEATHER PROOF CAULKING LETTER ON CHEMICAL COMPATIBILITY " SELF -ADHERED FLASHING / / r SECTION -A (SEE r DETAIL WP02) SELF -ADHERED FLASHING r NAILING FLANGE SELF -ADHERED " FLASHING DO NOT FLASH OVER i r SEAL TOPS OF JOI. UNDER DECKING BOTTOM NAILING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT. EXTEND MIN. OF 6 OUTSIDE OF FLASHING j GALV. MTL CRICKET AS - 'L' FLASHING N SPECIFIED BY PLAN ROOF SHINGLES to G �' �, :7,• f 7: 6" � Z M/ DIVERTER M FLASHING f"• DRIP EDGE FASCIA �'- --ROOFING FELT FIGURE 1: FLASHING INSTALLATI❑N TEXTURED, PAINTED EXTERIOR WALL FINISH yr: rr '-t`, n ` HOLD EXTERIOR FINISH 2" ABOVE } ROOF o`e17,, FLASHING ;i ` •.:7..;'•7..:7?.. CAULKING FIGURE 2: WALL FINISH i DO NOT NAIL WITHIN 6" VALLEY CENTERLINE ASPHALT SEALANT: i EXTEND MIN. 6" ABOVE FLASHING \ 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 FLASHING GALV.'U FLASHING TYPICAL. ROOFING FELT . DRIP EDGE F FASCIA FIGURE 31 CORNER DETAIL INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE (SEE DETAIL WP01 SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD WINDOW UNIT SLOPE 0.3 in: 12.0 in (0:6 cm : 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER 6" TEXTURED, PAINTED WEATHER RESISTIVE x 0 JOINT ONLY BARRIER CLo00 ASPHALT BASED , 0 DOOR ROUGH OPENING WOOD FRAME CONSTR BOTTOM OF APPLIED UNPERFORATED FLANGE 7/8" SELF -ADHERED FLASHING FLASHING CONT. WEEP SCREED 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN (REQUIRED AT ABOVE ROOF 1/2" CEMENTITIOUS ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP DECORATIVE FINISH ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP ° °® ®®® ALL INSIDE AND THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. AND EXTENDING A OUTSIDE CORNER LOCATIONS) AT ENTRYH ROOF z UP JAMB 6". USE LIQUID NAIL BRAND MINIMUM OF 6" ABOVE SHINGLES MITER CUT AND w z z OR EQUAL WEATHER PROOF CAULKING ° ® 0 CAULKED ALL BUTT g FLASHING AT KNEEWALL ' \ 6" X 18" H GALV. a® a `- LL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS FLASHINGCONT, N _ — UNDER DECKING SUBFLOOR (SEE DETAIL WP07) RIM JOIST 00 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. SHEATHING �• ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND REFER TO TECHNICAL / / OR EQUAL WEATHER PROOF CAULKING LETTER ON CHEMICAL COMPATIBILITY " SELF -ADHERED FLASHING / / r SECTION -A (SEE r DETAIL WP02) SELF -ADHERED FLASHING r NAILING FLANGE SELF -ADHERED " FLASHING DO NOT FLASH OVER i r SEAL TOPS OF JOI. UNDER DECKING BOTTOM NAILING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT. EXTEND MIN. OF 6 OUTSIDE OF FLASHING j GALV. MTL CRICKET AS - 'L' FLASHING N SPECIFIED BY PLAN ROOF SHINGLES to G �' �, :7,• f 7: 6" � Z M/ DIVERTER M FLASHING f"• DRIP EDGE FASCIA �'- --ROOFING FELT FIGURE 1: FLASHING INSTALLATI❑N TEXTURED, PAINTED EXTERIOR WALL FINISH yr: rr '-t`, n ` HOLD EXTERIOR FINISH 2" ABOVE } ROOF o`e17,, FLASHING ;i ` •.:7..;'•7..:7?.. CAULKING FIGURE 2: WALL FINISH i DO NOT NAIL WITHIN 6" VALLEY CENTERLINE ASPHALT SEALANT: i EXTEND MIN. 6" ABOVE FLASHING \ 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 FLASHING GALV.'U FLASHING TYPICAL. ROOFING FELT . DRIP EDGE F FASCIA FIGURE 31 CORNER DETAIL INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE (SEE DETAIL WP01 SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD WINDOW UNIT SLOPE 0.3 in: 12.0 in (0:6 cm : 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER 6" TEXTURED, PAINTED x 0 JOINT ONLY EXTER. WALL FINISH CLo00 ASPHALT BASED , 0 ROOF CRICKET:SEALANT 6" X 18" H GALV. BOTTOM OF APPLIED UNPERFORATED FLANGE 7/8" MIN: 3:12 SLOPE FLASHING CONT. WEEP SCREED 11/2" TO 2" BEHIND FLASH)�IG (REQUIRED AT ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP ° °® ®®® ALL INSIDE AND � o�Co AND EXTENDING A OUTSIDE CORNER LOCATIONS) AT ENTRYH ROOF z o (0 MINIMUM OF 6" ABOVE SHINGLES MITER CUT AND w z z VERTICAL RISE OF ° ® 0 CAULKED ALL BUTT g FLASHING AT KNEEWALL ' \ 6" X 18" H GALV. a® a `- LL FLASHINGCONT, N _ — SEALANT NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS: HORIZ FLASHIN , FLASHING INSTALLATI❑N WHERE ROOF MEETS VERTICAL WALL \IOU, FgsT o� ssso� 7".10N, cK, ti tiQ -- q/ q ooF SO LINE VALLEY BY CENTERING 36" WIDE O q��q O�pO,� z � o�N4P�M� \ 4 �N��PP vs? Soo,-_ CERTAINTEED WINTERGUARD 9T Tp y��`c��Q AjNA RS3R0°0QRS P�o COoOsssWATERPRO UNDERLAYMOENTFING ORHINGLE EQUIVALENT ZNo 15�co`�� DIRECTLY TO DECK. RAKE METAL 22 29 DRIP EDGE 5 2 „ EAVES 14" EMBED EACH SHINGLE IN A 2" T FIRST STARTER SHINGLE WIDE STRIP OF ASPHALT EXTEND THE SHINGLES OVER RAGING CEMENT. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS CUT 2" DIAGONALLY OFF COURSE USED. UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 1 IGURE 4, VALLEY DETAIL FLASHING DETAILS SCALE: NOT TO SCALE NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE,. 111 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 FELT BACKED METAL LATHE IN FELT BACKED METALLATHE ACCORDANCE WITH IN ACCORDANCE WITH ASTMC1063 ASTMC1063 5 BUILDING PAPER BUILDING PAPER —7/16 O.S.B. , SHE O.S.B. � � , , � SHEATHING SHEATHING KEEP TOP EDGE OF WEEP ' METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8.. x 0 JOINT ONLY WEEP SCREED CLo00 MAINTAIN 0 _j J METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" Lu ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH O0 ro� ~ vJ'0ti ° °® ®®® ALL INSIDE AND � o�Co OUTSIDE CORNER E LL=W6 WILL NEED TO BE o (0 MITER CUT AND �1*+ z ° ® 0 CAULKED ALL BUTT CEMENT PLASTER IN a® a ACCORDANCE WITH JOINTS NEED TO BE ASTMC926 OVER WOOD °® ® CAULKED USING ® VULCUM CAULK FOR 2ND FLOOR ALL �l r r 1/2" CEMENT PLASTER FINISH 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 I TEL 813.9225.1800 FAX \ W W W E)AVISBEWSCOM 2 1/2" PERFORATED � FLANGE 1/2" WEEP BLOCK -�p CEMENT ®'®>® SCREED PLASTER OVER•®•.`+fie®�®rte BLOCK 1ST. FLOOR ° GS„"•Lu .a • INSTALL BOTTOM EDGE OF ; JdJ• .; SLAB WEEP SCREED 1' BELOW •• �: � r:V p� � FINISH FLOOR �• •• ��® *� Group F 7 0 < THESE DETAILS ARE GENERIC AND MEANT J TO SHOW GENERAL FLASHING AND WATER RESISTANT WATERPROOFING METHODS TO BE USED. • BARRIER LATH SHEATHING • • a STUCCO 2055 d r, ° m 'da p p a 44 gUILp�,� TITLE • FOUNDATION d d FLASHING DETAILS WALL .4. �d,p "iia Tiu - X15-2671 FOUNDATION WEEP SCREED FLASHING DETAILS N.rs. GARAGE LEFT x 0 CLo00 0 _j J 2 c, 00) Lu >>jM U) LL O0 ro� ~ vJ'0ti � o�Co E LL=W6 o (0 �1*+ z Group F 7 0 < THESE DETAILS ARE GENERIC AND MEANT J TO SHOW GENERAL FLASHING AND WATER RESISTANT WATERPROOFING METHODS TO BE USED. • BARRIER LATH SHEATHING • • a STUCCO 2055 d r, ° m 'da p p a 44 gUILp�,� TITLE • FOUNDATION d d FLASHING DETAILS WALL .4. �d,p "iia Tiu - X15-2671 FOUNDATION WEEP SCREED FLASHING DETAILS N.rs. GARAGE LEFT ROOF TILE O'NAGIN'S SECONDARY VENT (COVER) VtNI IbU[:1 [_Ab1F1N1 / MODEL "FLAT" STYLE VENTS FOR CLAY TILE ROOFS MEDIUM -PROFILE CLAY ROOF TILE O'NAGIN'S SECONDARY VENT (COVER) O'HAGdN'S PRIMARY VENT fI)Ct WIREh1ESH (SUDFLA5HING) O'NAGIN'S PRIMARY VENTLOCALLY APPROVED 6UDFLASNING) PEEL 4 3TICK UJIIP LOCALLY APPROVED IUIRE MESH ROOF PECK 6 LOCALLY UNDERLAYMENT O'NAGIN'SECONDARY APPROVED 5EA9LANT VENT (COVER) ® HAGIN'S PRIMARY VENT (50FLASHING) MODEL "Mi" STYLE VENTS FOR CLAY TILE ROOFS FIIGH-PROFILE CLAY ROOF TILE O'NAGIN'S SECONDARY VENT (COVER) ER \ — WIND CLIP I� o HA,G IN �IMA Y NT PR R VENT IJL' UDFLAbNING) RE 5N L ULOCALLY-APPROVED L I M E PEEL 4 5TICK — 0 NA IN 5 V G 21MA Y NT PC R E I ( F �llD L A5NIN6) LOCALLY -APPROVED WIRE MESH ROOF DECK UNDERLAYMENT LOCALLY 01NAGIN'5 SECONDARY VENT /(COVER) (�U VENT FL ASKING) E 5 V)EL L I IFILE v— Nr5 POR c LAi D_E SOCK COMP051TION 5HINIGI-H OINA6IN'5 "Al LOW -PROFILE VENT (EXTENDED FLANGE) ROOF DECK DIVERTERS LOCALLY -APPROVED UNDERLAYMENT LOCALLY -APPROVED WIRE ME51,1 SEALANT TA - ONAGIN,, TAPERED, LOWOFI PR LE VENT (EXTENDED ANG E E DED FL E) TAPERED LOW—PROFILE VENT FOR COMPOSITION SHINGLE, SLATE & SHAKE ROOFS WITH EXTENDED FLANGE r, 1 WIN a 21 A1WIN 0 mal 'I ii at I I , W E - 11 — LOW -PROFILE CONCRETE ROOF TILE OINAG IN'S SECONDARY VENT (COVER) 'WIRE ME6f1 O'HAGIN'S PRIMARY VENT (JUDFLASNING) DATTEN WIN[) CLIP LCCALLY-APPROVED UNDERLAYMENT 01NAGIN16 PRIMARY VENT (5HLA5HING) LOCALLY -APPROVED PEEL 4 5TICK — 4 WIRE ME5N ROOF DECK LOCALLY APPROVED SEALANT vrm IJmDrl- o"1IVLi/ MODEL "FLAT" STYLE VENTS FOR CONCRETE TILE ROOFS MEDIUM -PROFILE /CLAY RCOF TILE O'HAGIN'5 5ECONDARY VENT (COVER) 'U11RE ME511 O'FIAGIN'5 PRIMARY VENT (SUSFLASNIN�Ci) BATTEN WIND CLIP LOCALLY -APPROVED UNDERLAYMENT O'HA6IN'5 5ECONDARY VENT , oupr�H�"uvts/ MODEL I'M" STYLE VENTS FOR CONCRETE TILE ROOFS (DRAWING SECTION) NIGH -PROFILE CONCRETE ROOF TILE UIFAC"IN'S SECCNDARY VENT (COVER) ONAC IN'S PRIMARY VENT (5lIBFL A5IIING) OCA Y -A OVE L LL PPP p PEEL4 6rICK WIRE h1E51d ROOF DECK LOCALLY APPROVED SEALANT —Jjo sac N'SPRIMA Y - VENT (5U5FLA61iING) MODEL "S" STYLE VENTS FOR CONCRETE TILE ROOFS DIVERTER5 O'HA6I11'5 TAPERED, LOW -PROFILE VENT (STANDARD FLANGE) •WIRE ME5N COMP05frI0 I 5HINGLES \ROOFDECK LOCALLY -APPROVED UNDERLAYMENT LOCALLY -APPROVED SEALANT O'NAGIN 5 TAP EKED LOW -PROFILE VENT (bTANDARD L ANC F ) "E TAPERED LOVV—PROFILE VENT FOR COMPOSITION SHINGLE, - SLATE & SHAKE ROOFS (DRAWING SECTION) O"HAGIN VENT DETAILS N.ToS NET FREE VENTILATION AREA VENTS FOR TILE RCOFS: A) MODEL: FLAT NFVA: 98.15 50. IN. (631.1 50.. G11.) D) MODEL: 11611 NEVA: 9150 50. IN. (629.0 SQ. CM.) C) MODEL: 111'1" NEVA: 8625 50. IN. (556.5.1 SQ. CM.) VENTS FOR SLATE, 5HAKE OR COMPOSfrION ROOFS: A) MODEL: TAPERED LOW -PROFILE NEVA! -12.0 60. IN. (464.5 5Q. GM.) O"HAGINS NOTES CINAGIN VENTS ARE MANUFACTURED 151NG: PRE -PAINTED GALVANIZED 26 6ALIGE G90 GALVANIZED 26 GAUGE 690 ALUMINUM .032 COPPER 16 OZ 6TAINLE66-61-EEL INTERIOR MATRIX (WEATHERMA57R , FIRE 4 ICE ONLY) FOR COORDINATING ROOF TILE MANLJFACTURER6, INSTALLATION IN6TRUCTIOl TECHNICAL BULLETINS 4 5PECIFIC INFORMATION REGARDING RAIN, 6NOW, NIGH -VELOCITY WIND OR WILDLAIND URBAN INTERFACE (WUI) APPLIGATION5, PLEASE CONTACT O'NAGIN TOLL FREE AT 511/324-0444 OR I20HAGIN.COM f - C I Nil �:1 I �r N , rc 1!` I �' 1� ��ili��Er11111, }�i .usW t �^V•°0 v �'uirr'y. '�4`Y � :: I :. 1 a �a s a Iy pry ; r?r Wtn It i�mgf 1 flue d �j�urfl '.� � �,✓��.. ': v, >`" .i�. .: '' II j�"'I +� i •:, y ,I:'k'i',il�4�l `w �a'1 �I .t,... _;� 4 t � I I n. I R r, f t 1 N: u" r" 9 ^� N r 1 a 1 miR " , 1 4 1 r i Y t c, 1 .,I Is It, nl1 {11 r 111 .r✓T 1 II 1, a lr 1 N r.� 1 f;. It 1 i a 1 xS 1 a r 1 U` I tll1 � eDr; ,,. v l , « o t r. p 1 Y, r 1 , 1 9 1` �' 111 11 r"' i r° "~". t f. 7 r I � P* I � R 2+, I , t ' ql., " , 4 :IIP I � �" :. 1, �11 I d, •, a^ I I 1 Wu. W"r . t.rv. � a d 11 l �I �` r r rr � I1 .w;,, � rrr� 1 ,1 I �9.: � .• i,. y 1 r I q rr ~lu "u � 1 4 I u � •I r, �1 r ". x I� N ,. d ,. �� 6• d 1 1, 1,111 II::� - rtk I r. w ,1 fi 11 , til. I� rr r'IN E � E Yal � I x . 17. r fit: v >r r~ r4 F y I r f :,nue � 11"1 ',,: 11 ^I+� I � • II: ':..!':„•",,±y, � Y e.„axe': , ,” c �' � . , . ^x'rs,Yti � ,.. 9 r. �1. „rj ki a '� i �. kD.., p R�;�i � Ir•� Ci '•�a I h'T,. n`.1FAF %N Y .' x'n`'�A� �, ..'•"la^4+ ,Q r,a > 1. � r 9 rf h :�. k' 1, d r t 1 ” ) a � � 1,xrtr .b f «t �5. F 4 d P w d " r %; 1f L, u1�1 ,➢... +�fi,. r. ••x11 S ' 1 q�r�.*,Y �F rl p.&��. ��,1 tai'`" >E :.'u ;n•VJ`d,`�, ".r9r sE �/ E ��e'I', Y �C r�. 1 r , 9 rk E r ua: Br �. 1,I p 't ,5 I r tiQ r r il La COMPOSITION rN rri,4` SLATE TL_ SHAKE Rl,. lO1 P 4 I 1a: II I I1 d '4 a 11 1 z 1 a 1 f„ 1 9, r"r 9� 9, II lrllfl'111 l�l sry r� I lfi I ) ROOF VENTILATION -- Attic Ventilation to be in compliance with the Florida F3uildiny Code 5th Edition (2014) Residential R8%. The Minhuri net free ventilating area Shall be 1/150 or the area or the vented space. The ventilating area may be reduced to (BOO provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators Shall be located no more than 3 feet (measured vertically) below the ridge or highest point or the space, with the balance of the required ventilation provided by cave or cornice vents. GALVANIZED — PRE MANUF. DRIP EDC:E SEE 12?R155 2x 5U5 ELEV. FASCIA CHANNEL FASCIA PER � =- ELEV. REQ. O.N. (SEE ELEV. GP I" DENSGLASS J CHANNELGP TO PROVIDE VIDE VINYL SOFFIT EXTERIOR II -1R FIRE RE515TANCE FINISH DEHIND SOFFIT SYSTEM UNDERSIDE I HR. FIRE Sm195ESIS-FANT FLAT SOFFIT DTL. I I II•IR FIRE PROTECTION REQUIRED TO 2 FT. > lDlstJ - 5 FT UNDERSIDE 01= PROJECTION (Dist.) `'> 5 FT. ` NO RESTRICTIONS PROJECTION5 (OVERNAI r'ROPERTY LINE DWELLING As per the FDG 5th Edition (2014) Residential section 8302, measures shall be taken to protect any and all projections that are % 2 feet to <' 5 reet. NET FREE VENTILATION AREA )DEL: DA -4 VA: 9 5Q. IN. / LINEAR FOOT. 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Wi i 11 1 LOMANCO INTAKE VENTS OPTION NaT45, JOB NUMBER 25141 CAD FILE SOFFIT FA VE ' ISSUED 07-10-15 REVISED 1 h n ®' 150 5 rNfE 5fl&-)l EAST' CSL ISPv AR, FLORIDA 34617 813 .925.1300 -1'"R, 813 - 925. 1800 FAX +A/ W W.F)AV1l7'CSCVt X �� 1 lad o a a F y �7 mp 11174 c0 w e (� p va s" � pax � •� m it` Z J ro C 0 Ep L_�Wl (Com u> lli �- 0 Z `-D p JOB NUMBER 25141 CAD FILE SOFFIT FA VE ' ISSUED 07-10-15 REVISED 1 h n ®' 150 5 rNfE 5fl&-)l EAST' CSL ISPv AR, FLORIDA 34617 813 .925.1300 -1'"R, 813 - 925. 1800 FAX +A/ W W.F)AV1l7'CSCVt atanv ax ci�r,, �": a a F y mp 11174 eINA ° r�� fi ` � •a*t, s" � pax � •� LIS atanv ax ci�r,, �": M. bA I H I - X— I ,Q• F.I. G.F.I. ISWITCTHAND I I i GRI. G .. LN ATTIC I pISP. MICROWAVE O -----J 1 OUTLET +14" VENT Hoop KITCHEN To EXTERIOR /WORIZ I !�IWP. CH MAKE-UP I � F. I • BEDROOM 2 LIGHTS I BATH 2 ROUGH -1N </>� FOR OPT. C� \ G.C. VERIFY ABOVE / FANLIGHT < J I — — — — — — I UNDER CABINET IUB — \\ I. — I LIGHTING AT KITCHEN a D — — — M . • SD � I I I I BRKFST. PENDANT BEDROOM 3 cM so I I I I (VERIFY OO Q LOCATION) </ \'> I 11 I II ROUGH -IN IF \ FOR OPT. I G.I. F- -I FANLIGHT • I I � o UTIL. L — I PENDANT (CENTER IN TRAY) AT 48"w GRI DINING AT 48" 0 PUSHBUTTON FOR GD. OPENER I LIGHT AND SWITCH PENDANT IN ATTIC _ _ (VERIFY WF. f GF.I. FOR r —�1 / LOCATION) T.U�x. SERVICE � �` � I 150 AMP. DEN ELEC, ELEC, METER PANEL GARAGE 1> ROUGH -IN G.C. VERIFY: LOCATION FOR OPT, OF RECESSED CAN CLG. OUTLET FAN/LIGHT FOR G.D. OPENER D \G \% LIGHTS f--------------------- � \_ G.F.I. ENTRY IMG. AT'I. 48° �'gm, Et,R,f) o RT -26i ELECTRICAL PLAN 5 1 " -MEDITERRANEANSTANTON TM ELEVATION ME EL C�" f CAL <E`` NOTES x 0 DAVIS BEWS DESIGN GROVP I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED DUPLEX CONVENIENCE OUTLET EXHAUST FAN ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. DUPLEX OUTLET ABOVE COUNTER ; EXHAUST FAN/LIGHT COMBINATION WEATHERPROOF DUPLEX OUTLET ELECTRIC DOOR OPERATOR (OPTIONAL) 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE P. FOLLOWING HEIGHTS ABOVE FINISHED FLOOR—GROUND FAULT INTERRUPTER DUPLEX OUTLET 0 CHIMES (OPTIONAL) SWITCHES.... 42" HALF -SWITCHED DUPLEX OUTLET p PUSHBUTTON SWITCH (OPTIONAL) OUTLETS ..... 14" SPECIAL PURP05E OUTLET ® CARBON MONOXIDE DETECTOR TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) N� T� TELEVISION ... 14" DUPLEX OUTLET IN FLOOR sn SMOKE DETECTOR 220 VOLT OUTLET SMOKE / CARBON MONO. COMBO DETECTOR 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER WALL SWITCH 1 a TELEPHONE (OPTIONAL) SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE ro � AND INSTALL LOCALLY CERTIFIED SMOKE DETEGTORS. 3 THREE-WAY SWITCH ; TELEVISION (OPTIONAL) 14 FOUR-WAY SWITCH Q THERMOSTAT 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING D DIMMER SWITCH ELECTRIC METER ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, GUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE s ELECTRIC PANEL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.11 �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE DISCONNECT SWITCH RECESSED INCANDESCENT LIGHT FIXTURE ® SPEAKER (OPTIONAL) 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). P� LIGHT FIXTURE WITH PULL CHAIN cu/> ROUGH -IN FOR OPT. CEILING FAN TRACK LIGHT v J 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL FLUORESCENT LIGHT FIXTURE c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A.1OA-05, N.E.C. 2011, F.B.C.RR GJ ROUGH -IN FOR OPT, CEILING FAN 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAYING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, 4/0 ALU. CABLE FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING MAIN DISCONNECT METER A/C PURPOSES. COMBO - SQUARED DISC. TY. +14 AND +12 COPPER TO 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN REFER TO FLOOR INSIDE LIGHTS AND OUTLETS SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE PLAN FOR NOTED MAIN D15C. PANEL BATTERY BACKUP, COMBINATION 5MOKE/CARBON MONOXIDE ALARMS SHALL BE AMPS. REQUIRED MO COPPER t0 LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. WATER HEATER UNDERSxROUND 18 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE t0 BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL M. bA I H I - X— I ,Q• F.I. G.F.I. ISWITCTHAND I I i GRI. G .. LN ATTIC I pISP. MICROWAVE O -----J 1 OUTLET +14" VENT Hoop KITCHEN To EXTERIOR /WORIZ I !�IWP. CH MAKE-UP I � F. I • BEDROOM 2 LIGHTS I BATH 2 ROUGH -1N </>� FOR OPT. C� \ G.C. VERIFY ABOVE / FANLIGHT < J I — — — — — — I UNDER CABINET IUB — \\ I. — I LIGHTING AT KITCHEN a D — — — M . • SD � I I I I BRKFST. PENDANT BEDROOM 3 cM so I I I I (VERIFY OO Q LOCATION) </ \'> I 11 I II ROUGH -IN IF \ FOR OPT. I G.I. F- -I FANLIGHT • I I � o UTIL. L — I PENDANT (CENTER IN TRAY) AT 48"w GRI DINING AT 48" 0 PUSHBUTTON FOR GD. OPENER I LIGHT AND SWITCH PENDANT IN ATTIC _ _ (VERIFY WF. f GF.I. FOR r —�1 / LOCATION) T.U�x. SERVICE � �` � I 150 AMP. DEN ELEC, ELEC, METER PANEL GARAGE 1> ROUGH -IN G.C. VERIFY: LOCATION FOR OPT, OF RECESSED CAN CLG. OUTLET FAN/LIGHT FOR G.D. OPENER D \G \% LIGHTS f--------------------- � \_ G.F.I. ENTRY IMG. AT'I. 48° �'gm, Et,R,f) o RT -26i ELECTRICAL PLAN 5 1 " -MEDITERRANEANSTANTON TM ELEVATION ME • JOB NUMBER 25002.258 CAD FILE NAME LOT 10 ISSUED 08-05-15 REVISED x 0 DAVIS BEWS DESIGN GROVP C U top 0 -' W N' toM0) O N j c'4 Lm • 0 0 N� T� 0. 1 �tro� ro � O Z 2,1 • JOB NUMBER 25002.258 CAD FILE NAME LOT 10 ISSUED 08-05-15 REVISED unCD Lnw O O z m O z ,mmq O � � O CD 0TWA H >= O 2055 , • TITLE • ELECTRICAL PLAN SHEET .1 0 A DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813. 92.5.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. EST. 1994 r7- unCD Lnw O O z m O z ,mmq O � � O CD 0TWA H >= O 2055 , • TITLE • ELECTRICAL PLAN SHEET .1 0 A GENERAL NOTES FIELD REPAIR NOTES FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMI'T'E 'T'REAT'MENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A 4. THE PORTIONS OF GLUED -(LAMINATED TIMBERS THAT FORM THE STRUCTURAL MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY OF PRESSURE TREATED WOOD, CAST IN PLACE CONCRETE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DET$ FOR ADDIT'L INFO.) 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT SIMPSON HSS2 STUD SHOES, TYP U.N.O. CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-6115 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: WALL CONSTRUCTION A)BALCON = 40 PSF FLOOMASONRY B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" ANDA MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF'WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS °X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROIVL.#1„HIT' , 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PERTRgS, LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO L§^, DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRA CINGAT AST CELLS BELOW. THE USE OF FELT PAPER ASA STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. . `,' "' `' 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLS ACROSS TRUSSWE �, BS CONSTRUCTION SHALL BE TIHE RESPONSIBILITY OF THE CONTRACTOR AINDICATED TRUSS O T BRACING MAY BE USEDHL OD PEMANENT IB CLBI T EXTENDS MIN, 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR O 3 DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). 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) CONCRETE POUR ADE VIBRATE THE FILLED CELL W/ 14. DURING CONCR S, GC TO ADEQUATELY Q 12d 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. , THERUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSESN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS,`1NORKING POINTS,'` SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS 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 6. MORTAR JOINTS REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR I ; 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 INSTA�.L #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRON.9,TIE EPDXY OR EQ; FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FRO,M,,ORILLING 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 DIAM ETERS(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 DET$ FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA: SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1 IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL, STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "'`EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS. REQ'D POUR ,TLEBEAM &VERT. COLUMNS BEAMS CELLS PER PLAN. 2 -FOR CMU OVERHANGING FOUNDATION FROM +112"-1-1/2", GROUT FILL FIRST (3) COURSES (+) 20.2 IN WALL ALONG AREA AFFECTED &TIE BEAM AND VERTICAL CELLS. PER PLAN ).. Fb = 2500 Fb = 3000 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 = Ft 1700 STRUCTURAL STEEL Fc �I= 3000 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fc 11= 3000 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 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. CEILING CONSTRUCTION TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINRT SHOP DWGS TOBE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/s" UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES SPACING & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS'DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE -ON SPRAX 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. HANGERS. DESIGN PR ESSURES 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 4 O 5 O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20,8 - 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 „l 55 "11a 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). 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS ILL! Q SHEET SHEET TITLE ° S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN Z S4 ROOF FRAMING PLAN '- go S4.1 NOTES & CONNECTOR LEGEND cy-0 V S5 LINTEL PLAN co cm LLI SD1 FOUNDATION DETAILS ° 0 SD2 GENERAL DETAILS SD3 GENERAL DETAILS wa -- SD4 GENERAL DETAILS w \\.1111111/ `��+iw•6••V2 O�J�a- ® LH O ® w o ia•: uj z Z •® J MASTER UPDATES �ozaf , o J NUMBER DATE DESCRIPTION INTIALS ®®///fil► lit U - CREATED ELEV. FC NC, ME, & NCII w/ GARAGE OPTIONS, OPT BED 4 1 5/7/2015 AND MINOR OPTIONS EA rr l V O M O N 0 M O Z C6 F-�--I U c O ° z V c � G M O a am a w z O UJ Z 06 W z H M E �G Z V 0 16 J Oza 8 z Z =��Z o Z <¢wZZE €� O 0 2 o .0Q w N J i=i U L U N Q LU Z O J W Lu cti = LV 11 O Z r 0 Z 1-- 0 O Z J co H L a 0 � 0 N U 0 Z Lu >..,, o p OO � a = D.. ~ 2 ~ STRUCTURAL ENG: BED DRAFTING: STRUCT: MRG gUItIJ� QC CHECK: CC JOB No. - TM - 2150946 Sia -- - --- ----- - - /V;4"'t ' SCALE: AS INDICATED DATE: 8-12-15 5 67 si An, -n,, FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I - LAPPED MIN. 6" AND SEALED. 0 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER _. MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. - 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z RECESSING DOOR SILLS. 0 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR :di U) USE ALTERNATE APPROVED METHOD. c%2 Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A -- - - --- -- - 9. NO WOOD STAKES PERMITTED IN FOUNDATION.III v W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11A1//i'I 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS cc�'► Oj AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDAR �y®•®�• �► �`.',r® W o FOOTING STEP DOWN AND CORNER INFORMATION.'' • ®•••� 1�j moo` a 01 -- FOOTING ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE (� •. ® W O SHALL BE ELEVATED A MIN OF 18".CONTRACTOR TO PROVIDE SUCH Z• , �: _ see Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ® ® Z7 e,4 V 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER® Q COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS � , % co• •" FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ®s • ,®•.®•• �` < PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Q®�®® ¢ O R CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO®''lll► 11`� FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS T \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. cn 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Q O`�bJ ch STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL U Iil 3J o • IIII `- O ED c FOOTING SCHEDULE pQ C ° o O12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. p O u Z 1�& O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. c 0 Q 2.3 O 28"x28"x12" dp w/ #5's @ 6" Q.C. EA. WAY MIN (5) # 5 E.W. 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. w - 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z Z O36 x36 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (6) # 5 E.W. 0 O Q0 O O r 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Lu Z W M E F-CDQZv��,$ oa - 4 48"x48"x12" dp w/ #5`s @ 6" O.C. EA. WAY MIN (8) # 5 E.W. O Z O ~QQ °o WZ^c J (A �z "8 c 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. < Z Z a P z z E O Q w o O 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z U w N J O W LLU¢ J z 0 O O 0 LL �. W SYMBOLS LEGEND cn s ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0 O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG TO TIE BEAM. Lj 0 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. Z o 0 �..- ZZ0 J ca < w N Y 0 Lb 0 g cm 0Z UJ >,130 0 QLO_ r STRUCTURALENG BED .... _ DRAFTING. -STRUCT: MRG BUILD/NG QC CHECK CC JOB No. TM - 2150946 S --- SCALE: AS INDICATED - DATE: 8-12-15 FOUNDATION PLAN #,5-267-1 1/4"=11-011 ROUND TOP; TROWEL SMOOTH PRIME PIPE W/ RUST INHIBITIVE PRIMER i AND FINISH PER " BUILDER DIRECTION 6" SCH. 40 STEEL PIPE FILLED W/ 2500 psi CONCRETE I SLAB PER PLAN 1IJ 2500 psi CONCRETE BASE FOR III�IJI f I� o EMBEDMENT -1—III II TREATED SUB -GRADE T I z =-_II PER SPECIFICATIONS U=1 1 =1 I I- 2 0,_I-Tll ITi '' -iT -!17 1 BOLLARD DETAIL An, -n,, FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I - LAPPED MIN. 6" AND SEALED. 0 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER _. MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. - 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z RECESSING DOOR SILLS. 0 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR :di U) USE ALTERNATE APPROVED METHOD. c%2 Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A -- - - --- -- - 9. NO WOOD STAKES PERMITTED IN FOUNDATION.III v W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11A1//i'I 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS cc�'► Oj AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDAR �y®•®�• �► �`.',r® W o FOOTING STEP DOWN AND CORNER INFORMATION.'' • ®•••� 1�j moo` a 01 -- FOOTING ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE (� •. ® W O SHALL BE ELEVATED A MIN OF 18".CONTRACTOR TO PROVIDE SUCH Z• , �: _ see Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ® ® Z7 e,4 V 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER® Q COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS � , % co• •" FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ®s • ,®•.®•• �` < PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Q®�®® ¢ O R CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO®''lll► 11`� FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS T \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. cn 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Q O`�bJ ch STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL U Iil 3J o • IIII `- O ED c FOOTING SCHEDULE pQ C ° o O12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. p O u Z 1�& O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. c 0 Q 2.3 O 28"x28"x12" dp w/ #5's @ 6" Q.C. EA. WAY MIN (5) # 5 E.W. 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. w - 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z Z O36 x36 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (6) # 5 E.W. 0 O Q0 O O r 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Lu Z W M E F-CDQZv��,$ oa - 4 48"x48"x12" dp w/ #5`s @ 6" O.C. EA. WAY MIN (8) # 5 E.W. O Z O ~QQ °o WZ^c J (A �z "8 c 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. < Z Z a P z z E O Q w o O 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z U w N J O W LLU¢ J z 0 O O 0 LL �. W SYMBOLS LEGEND cn s ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0 O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG TO TIE BEAM. Lj 0 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. Z o 0 �..- ZZ0 J ca < w N Y 0 Lb 0 g cm 0Z UJ >,130 0 QLO_ r STRUCTURALENG BED .... _ DRAFTING. -STRUCT: MRG BUILD/NG QC CHECK CC JOB No. TM - 2150946 S --- SCALE: AS INDICATED - DATE: 8-12-15 FOUNDATION PLAN #,5-267-1 1/4"=11-011 SYMBOLS LEGEND w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q V-4" TO TIE BEAM (8'-0" O.C. MAX U.N.O.). 0 3'-11" 10'-2" 3'-11" 20'-8" • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. - - -- -- - ---- -- "v 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. _ ■ INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. _ #5 CONT. FT.G TO TIE BEAM. Z d- _D H 0- 7w ao 1'-2" io ( ) ih 3'-0" 12'-2" 3'-2" 2'-6" w o - q i? r uj ■ -I— o q a p ao = ®...r .q cflQ N 0 00 . ��' ® .®�®p ®•Qs(•� tae J 0 LL �,,%' _ ■ o '®��oerr tsar°® p i I�rI i o u o O VI�—I hlli il�u�lil��l�l, r�f� N ■ r • If �3J p ■ O z M U c O g - - dI E _ III I III I •.,. LJL ___ .. l�y a �� ■ .�" 0 CD T - - Q Z co w M z U Li—_ —� ■ E N O �-n CO= CLQWZ y .J U) Z wo :) 0 F.FLu W O W0 5 0 2 E _....,_ _......_....._.._F1V N Cc', v w D Z O V o° .a J M � ■ 4'-0.. ■ Z o Zoe 0 FD °a`' u',U O J Z -:I >- p 0 8.. STRUCTURAL ENG: BED 2'-4 16'-0" 2'-4" 4'-8" 2'-8" Ilk 2'-9" Ik 2'-11" Ik Z-11" Ik 2'_9 Ilk - - ---- -- , elk DRAFTING. 4- -STRUCT: MRG QC CHECK: CC gUlLbi� JOB No TM - 2150946 c> ---- --- IS4/4; • SCALE: AS INDICATED DATE: 8-12-15 DOWEL LAYOUT PLAN 1/4"=1 1-0 2 6 1 S3 SIM.- TOENAIL VALLEY TRUSS TO EA. R11 TRUSS USING (3) 16d NAILS WALL LEGEND Q Lu = 8'-0" T.O.M. = 9'-4" T.O.M. c) 12'-0" T.O.M. �� = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. Z _O F-- U W 0 A W W Ry • ® °% W O °«Gi a Z Z ° c1 --j C.) �✓ ••® Do ••0®p ••s•® ®®� '� O ®®rAll[1l®`®® u 0 w On ch O Q � II illllii,lli 11 YII 0 M O z c� W U c O 0 • � Il�dli v ps, u U z Zo O� Q Z O U) J J r— w J moo" a r) 0' - 06 w 0 Lu E V (D Q Z ALL 8v s z Zo°o� _ i ��Wz� J(0o Zao c, =< Q p)v , p� Z �cI-0 E O OS2a V �C/i< 7T LLIQ wNQ O W r. O --1 LL p 7T 0 FT p W O �! W 7 3 3 uj 11 Z Z O 0 O Z -! W �Y I= 0L0 � cm O Z 5.0p 0 QO= STRUCTURAL ENG: BED DRAFTING: STRUCT: MRG QC CHECK: CC JOB No. TM - 2150946 gUIt..U�� _. ._...._.._ _......._ ROOF FRAMING PLAN SCALE: _....:_._. AS_ ND�CATED___ f/ DATE: 8-12-15 1/411=1' -Orr S4 OR NOTES AND CONNECTOR LEGEND 5 - 2 6 7 1 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM E O 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 If P 1rd. PT. 3 BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID-SPAN r3W5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pIf MID -SPAN BW6 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 1/2" THREADED ROD @ 48" O.C. 1160 plf 1rd. PT. 6" EMBEDMENT 12" SPF ADJUST AS REQ'D TO MISS STUDS MIN. 6" EMBEDMENT 3 BW7 16"SYP 2900 (3)12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 1 3rd. PT. (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 EMGT w/(22)1 Od 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pIf MID -SPAN BW12 12" SYP 11/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 1 rd. PT. 3 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).O EPDXY MIN. 5" EMBEDMENT STANDARD BEARING WALL W/THREADED ROD NOTES Y w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. riALL UMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED 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. Y2" 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 2x2 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. COLUMN SCHEDULE [�7(2)2X4 O 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 <8>(2)2X6 SPF #2 BUILT UP STUD COLUMN E O (3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN OK (2)2X8 SYP #2 BUILT UP STUD COLUMN OL44 SPF #2 POST O6x6 SPF #2 POST NO 8x8 SPF #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. SO 3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. O7x7" LVL COLUMN, Y O 3 1/2" X 11 7/8" LVL COLUMN Z O 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. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)E" EPDXY ANCHORS w/ MIN. 6" 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 21' 10d .148" x 3" 12d .148" x 3.1" 16d .162" x 31" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS,. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS ` VALUES VALUESSPF(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(lb) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B 2x8 ff 1/ H WITH 2 FLITCH ff " w/(6)1 Od NAILS & (14)4 x2a 1❑ META20 w/(7) 1 O x 11" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 TA1 R 2 META20 2 ME 6 O O O 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 (1)ply TRUSS (10)10d x 11" NAILS FRAME TO CMU (11)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)piy 1900 (2)ply 1900 31 H1OA w/(18)1Od x 12" NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H1OA-2 w/(18) 1Od x 12" NAILS H10A-2 1070 H1OA-2 1245 H5.5x11.25 HTS20 w/(24)1 Od x 11"z 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 E] 5 (2)HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 2490 2900 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 1 O NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR MTS 12 w/(14)10d x 12" NAILS Z O ON MASONRY: SIMP. META16 El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 EMGT w/(22)1 Od 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75" x11.875ff LVL 5" EMBEDMENT O Z fJ NAILS & (18)4'x24' TAPCONS 1-91 HTT4 w/(18)16d x 22" NAILS & $' EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT co Y TO BEAM: SIMP. HUC410 w/(18)16d & 10 Fl ol HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).O EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 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 18 LTT20B w/(10) 1 Od NAILS & E" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE 19 HTT4 w/(18) 16d x 21" NAILS WE" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 --- -- -- DRAFTING: SET EPDXY MIN. 7" EMBEDMENT 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND 20 (3)HTS20 w/(24)1 Od x 1z' NAILS'.. FRAME TO FRAME 3735 4350 DIMENSTIONS NOT SHOWN HERE. (AT EXT LOCATIONS INCLUDE (3)12d "TOENAILS) -- ---- ------ ------ 21 MSTCM40 W/ 14 16d SINKERS AND (1 0) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 DATE: 8-12-15 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 131RDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 11/4"x2-3/4" SIMPSON - FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS &10 ( ) 10d NAILS U PLIFT:1810 UPLIFT:1810 4 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 & 8" EPDXY ANCHOR w/SIMP. SET�,. FRAME TO CMU EPDXY MIN. 7" EMBED. 1290 1300 STANDARD CONNECTOR- ,DOTES 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 _H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG; WALLS,USING ($)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: yl 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 1Od'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. HT 2 SOORLST1A8 O Lu _ Z TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B 2x8 ff 1/ H WITH 2 FLITCH ff " w/(6)1 Od NAILS & (14)4 x2a 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)14"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 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 1 O NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410w/(10)10d LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR NAILS & (18)4"x24" TAPCONS Z O ON MASONRY: SIMP. META16 TRUSS DESIGN. TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & Z O 0 (10) 10d NAILS B3.5x11.875 (2)1.75" x11.875ff LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d O Z fJ NAILS & (18)4'x24' TAPCONS NAILING SCHEDULE ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 co Y TO BEAM: SIMP. HUC410 w/(18)16d & FLOOR SHEATHING TO BE 2" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION (10) 1 O NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).O h NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 O TO POST: (2) SIMP. HTS20 OR LSTA18 HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. * NAIL TOGETHER USING (3) ROWS OF 12d NAILS -� ...� @ 6" O.C. EACH SIDE 0 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 63.5x20 (2) 1.75"x20" LVL NOTES:0 " 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) O Lu _ Z 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/�" 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/ 1" 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 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'4" TO 8'-011 2 2 LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR ROOF NOTES: Lu 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS, 3. TRUSS SPACING SHALL BE 24 O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. z 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 0 CONTINUOUS FROM FLOOR TO CEILING. 9 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION0- TO THE FOLLOWING -r ADDITIONAL LOADS: lcl� A) ALL CEILING HUNG SOFFITS AND SOFFITS C.) WITH CABINETS AS SHOWN ON PLANS.CD B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 0 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS o OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. - A 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT ISNOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY W TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. Q° 11.1F ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN a PROVIDED RW SAHDESIGN PROJECT. E AN ENGINEERED LAYOUT S BEENDETERM DETERMINED BUT PRIO OTHERWISE ®��®+ ;�i CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSSEW� Z z. DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVI&L ;' w Q o 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® . Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS ® �`" JOf NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF ®s 'oe® •'' v° -j-i CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS �: 'e4 �a`b u - LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE V ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED O AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER ole THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. IIIViki Jl�l�`yd N BUILDER NOTE: gip° J o IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE 0 z° TRUSS MANUFACTURERS LAYOUT `'' a o 0 ----STOP---- z O AND CALL THE ENGINEER OF RECORD PRIOR TO o � PLACEMENT F A :TRUSSES z 1 LAC O ANY NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32'° OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6 O.C. AT ALL SUPPORTED EDGES AND b �/ L ff .L 12 O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. O Z chi PLY CLIPS TO BE SPACED NO MORE THAN 24ff O.C. 0 GABLE ENDS: U w � o ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED 1 ROW 3" O.C. 0 - °' iz () @ w 06 LU°zWM�E AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6 O.C. ALL OTHER .q Q Q 8 Z u - EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. 7 Z O O Z0a 00 LuZ�=� EXTERIOR WALLS: O W -� cn z o a S SEE WF10/SD4 FOR MORE INFO. ♦ n p W w o t.fZ Z)0E-z F NAILS: W 0 o�0a. NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 0 • cn ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, 9rs, J Q w N a HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Lu/^ Z O U N EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY ..J V, 0 TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W qs STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL F -- NOTES & CONNECTOR LEGEND_ S4.1 BE IN ACCORDANCE WITH ASTM A 153. W APA SHEATHING NOTE: O Lu _ Z 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END .-... WITH (3) 10d TOENAILS. nl FLOOR FRAMING NOTES o GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. W 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF S LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR Z O TRUSS DESIGN. Z O 0 A O Z fJ NAILING SCHEDULE co Y FLOOR SHEATHING TO BE 2" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION LO 0 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES).O h LO O NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, O HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO N HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. V O J Z -� ...� 0 0 NOTES:0 O � < 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL CL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE STRUCTURAL ENG: BED - MANUFACTURER. --- -- -- DRAFTING: 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH -STRUCT: MRG DIMENSTIONS NOT SHOWN HERE. -- ---- ------ ------ QC CHECK: GC JOB No. TM - 2150946 p,UlLOiiln SCALE: AS INDICATED DATE: 8-12-15 NOTES & CONNECTOR LEGEND_ S4.1 I_ . AI AA] I CONTRACTOR TO AT CORNERS PRECAST "U" METAL LATH OR BAR SIZE BEND 0 LENGTH VERIFY THE GROUT PROVIDE LENGTH LINTEL W/ 3000 °• . WIRE SCREEN -SHEAR WALL T OPENING 11/1""D" l7/ TYPI IS LEVEL WITH TOP STANDARD #5 T psi CONC. PER #3 OVER COURSES 41/4 4' a OF BLOCK FOR HOOK BAR. LAP 91/4 LINTEL PLAN. IF #4 NOT REQ'D TO 5 5/8 91/2 ° PROPER TRUSS/ OTHER BARS INTO 121/2 REBAR IS #5 BE FILLED. 7 113/4 TYPICAL TRUSS ANCHOR PER PLAN FLOOR SYSTEM CORNER AS REQ'D 151/2 INDICATED IN #6 (SHEET METAL & 81/161 14 1 30 BEARING (MIN 3") 8 1716 181/2 36 LINTEL, #5 TO BE 43/8 9 13/16116 PAPER FELT 35 51/4 913/16 – PROVIDE SCREEN WHEN BLOCK BELOW IS 42 HOOKED INTO PROHIBITED) 10" HOOK NOT REQUIRED TO BE FILLED SIDE VERTICALS �— STANDARD 90 DEGREE HOOK 4- a w TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL • ° °e ,e. • e ' . a . 4' 4: ° a. : •v . ° .. °.. 4 ' �° 4 ° .. - 4 a. �" 4' _' '"' _ • _. ' a �." e : _ _ •° F- BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. ° 4_ .' A' ° a REBAR e .�Q. ° ° a �° (,°,.I,,.LL e' ,.°.Q• 4 .4 O.d 'e •. °e '. 14.•. e '1 z .. °° I e N a .. 14I a �• 4 �4. I Io Z W _ N ° 4. ° A( ROUGH OPENING PER PLAN r ' 4 a 4 wl. a 4 ° e STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) ,.:.I a { : #5 DIA. REBAR _ ° °. C� LU 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE 4 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE ° 4 MD08/S5 FOR LAP INFO. ° PROVIDE CLEAN OUT OPENING @ GROUT ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH -d' °• . NO -SHEAR WALL T OPENING 11/1""D" l7/ TYPI AL SHEAR WALL SEGMENT "B" T IID" #3 4 41/4 4' a 21/4 41/4 91/4 4 #4 d 5 5/8 91/2 ° a •. 4 55/8 121/2 ° d #5 31/8 7 113/4 25 33/4 7 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE 4 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE ° 4 MD08/S5 FOR LAP INFO. ° PROVIDE CLEAN OUT OPENING @ GROUT GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH -d' °• . NO -SHEAR WALL T OPENING 11/1""D" l7/ TYPI AL SHEAR WALL SEGMENT "B" T IID" #3 •. 41/4 4' 15 ' 21/4 41/4 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE 4 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE ° 4 MD08/S5 FOR LAP INFO. ° PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING �6DO6 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL PER PLAN .... :1' R. ° : ;. • TRANSOM OPENING FRAME INFILL AROU WINDOW BY BUILDER {S • SEE FOUNDATION SEE WF01/SD2 FOR y PLAN FOR FILLED CELL iv INFO. MIN. (1) IS REQ'D MORE INFO ; - ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER TURNED SIDEWAYS. :..; FIRST PLY 2X8 TO cv O DOOR OPENING •:: MASONRY WALL W/ M F 1 SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"Ox 1-3/4" TAPCONS INTO CZ NL & (4) 10d X 1 K, O 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. d - O DO LINTEL W/ TRANSOM DETAIL ~ °' SCALE: 3/4" = 1'-0" 0o O00 F- REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH -d' "All "B" 11/1""D" l7/ IIA" "B" T IID" #3 17/8 41/4 15 ' 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 a •. 4 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING �6DO6 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL PER PLAN .... :1' R. ° : ;. • TRANSOM OPENING FRAME INFILL AROU WINDOW BY BUILDER {S • SEE FOUNDATION SEE WF01/SD2 FOR y PLAN FOR FILLED CELL iv INFO. MIN. (1) IS REQ'D MORE INFO ; - ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER TURNED SIDEWAYS. :..; FIRST PLY 2X8 TO cv O DOOR OPENING •:: MASONRY WALL W/ M F 1 SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"Ox 1-3/4" TAPCONS INTO CZ NL & (4) 10d X 1 K, O 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. d - O DO LINTEL W/ TRANSOM DETAIL ~ °' SCALE: 3/4" = 1'-0" 0o O00 F- 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 "B" 11/1""D" l7/ IIA" "B" IICII IID" #3 17/8 41/4 15 ' 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/161 14 1 30 41/2 8 1716 181/2 36 #7 43/8 9 13/16116 1/21 35 51/4 913/16 213/4 42 4 A. d IJ d C 41 4 a: ° + n ' 4 ° 4 a: e a , 44 dj d .d LAP SPLICE EMBEDDED STANDARD 90° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" U #3=2Y2' #4=2Y2' #5=2Y2 #6=3 #7=3Y2" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS H STANDARDLINTELsSTANDARD LINTEL NOTES o "LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1 B / 8F24 -OB 8F32-1 B / 8F32 -OB V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1 AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. __ .... _.. . 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6'-2" 488 991/991 2661 /2143 5681 /2698 6472/3686 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 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 (� 10'-0" 292 567/454 1366/1277 2423/1770 4006/2 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY -4 w 10'" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. � Q -8 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'-8" 0 369/261 c 12'-0" 239 418/297 10 1000 /2 /984 1697 / 1361 2630 / 1738 45 1838/1446 2883/ 1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 9 13'-411 0 328/0 1234/0 1779/ 0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS A 181-011 0 211/0 750/0 1177/0 1676/0 0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL LLI 20'-0" 0 180/0 598/0 1024/0 1441/02. w 20'-8" 0 145/0 550/0 981 / 0 1376/0 f PRESTRESSED LINTELS = 6000 psi.: � 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 8247 0 1147 / 0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE W , '0 CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-OB 8R22-1B/8R22-OB STRENGTH = 1900 PSL ®`� •° •®•$«®® Q 2'-4" 1694/1694 3725/3280 5499/6421 6. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE •• ••,'®r �,, = N It 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. �.' w 6 -0 3'" 1230/1230 2769/2769 4085/4085 ® cV ® Z z 3'-4'f 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE p V b 4'-411 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / ® ° ;® Co Q 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED '� °®•O 0®••r@ L Q w QUANTITY OF #5 REBAR i � 7-4 480/322 1334/1334 1964/1552 A $RF6-1B/1T BOTTOM OF LINTEL CAVITY '/ ®e®� J 8141 415/235 1152/1152 1694/1552 O 8 F 16- l B/ l T /111 11 1 LL. " O 8F8-1 B/1 T �— QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN./ 8RF14-1B/1T NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 0° 8F16-1B/1T NOMINAL WIDTH 0 0TYPE DESIGNATION 8RF14-OB/1T w �o e ^ O Iib c7 H 'lam N O 8F16-0B/1T 1-1/2" CLEAR j Ili 9 -6 201-8"O 8F20-1 B/1 T a O z H m z #5 REBAR AT TOP MIN. (1) REQ'D ^ U o 0 O 8F20-OB/1T v O O Q Q C.M.U. Z �tl0 za 0 8RF22-1B/1T g ° GROUT O IIj x 8F24-1B/1T Z 4 #5 REBAR AT BOTTOM OF LINTEL o Sti �n Cs�ti V b O io CAVITY y Zti� 0(0 O 8RF22-OB/1T BOTTOM REINFORCING PROVIDED 0� Q 7-5/8" ACTUAL IN LINTEL (VARIES) M - _ 8" NOMINAL WIDTH o 8F24 OB/1T Cri N FILLED N 8RF30-1B/1T PO C.� 8F32 -16/1T 1-1/2 CLEAR � �+ O 8RF30-OB/1T Q 0� _ #5 REBAR AT TOP MIN. (1) REQ'D 8F32 -OB/1T Z s U ( Q z C.M.U. c,. v 0 8F38-1B/1T o 7 Ly nj �o OU `� Z �+ Z 06 W 0 LIJ E 8F12 -1B/1T -st <C� Q U ----7I`- BOTTOM REINFORCING PROVIDED 8F40-OB/1Tz U o00 O 7-5/8" ACTUAL IN LINTEL (VARIES) ^ � U) w Z 0 8" NOMINAL WIDTH -j ¢ o o R' ch0 H w iii o Q UNFILLED _I Z Q a z o E 0 g O u Q a SAFE LOAD TABLE NOTES Q?- �N o U- W N Q. 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J = Z O V LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-172". SAFE LOADS FOR ALL O O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. P: 2. 0 = NOT RATED. I- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. rn rn W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. O 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. W 11 E Gi Z A Z O 0 oar � F- W W) Y 0 In �Nw J m V 0-1Z W -n" Cl' -A" LR -.5j o p _ ._ .._......... STANDARD 180* H ..... .._....... R '�. DATE: 8-12-15 X15-2671 S5 ly L_ I� STRUCTURAL ENG: BED DRAFTING: -STRUCT: MRG QUILU/� QC CHECK: - -CC JOB No. TM - 2150946 (3, SCALE: AS INDICATED _ ._ .._......... STANDARD 180* H ..... .._....... R '�. DATE: 8-12-15 X15-2671 S5 (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL — SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN (1) #5 FROM FTG. TO — IF BRIG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x 2x BRIG WALL PER � TIE BEAM SPLICE TO a �1' 1/2" J -BOLT W/ MIN, 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q 71— BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID . REQ'D MIN Orr BELOW MASONRY WALL w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" i SEE PLAN ¢ FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER FOUNDATION PLAN 2 1/4 I CONC. SLAB PER > CONCRETE SLAB PER�� z CONCRETE SLAB PER w FOUNDATION PLAN FOUNDATION PLAN g FOUNDATION PLAN Of z z w 2x PT SILL PLATE 2x P.T. SILL PLATE uj VARIES a, w a wa SEE PLAN ° ' �' w CO a° ". a GRADE z w _ < . , — — —10 — — _ ` 0 45° ". a a 4 ° — I—"I 111-11111—I - - ¢ ° .4 — =1 ° I—_ — — 1-1=I—_I ; I I I I I I "' e III—I I- TD` I e a 4 ;e .:''' I W ? pp (n — — 14� s — —3� _ p �- -I_I_ — — I ----i I I _ _ - o III I —I II I I — 4- - —_� 1=1 = = — _= ' I= —°�. 4 I hI Iv o 11.=1 I I=1 4°..1, a 11= o ¢ U- 00 I. 8 — 4rr -I — _ M -I M > o —-� W (2) #5 BARS CONT. _ I - = —_ (2) #5 BARS CONT. I 1 1 = I_ CLEAN COMPACTED 16r w 8 8 W/ 3" COVER TYP. 13�' COV�R' CLEAN COMPACTED W/ 3" COVER TYP. 3� COVER FILL @ 95% STANDARD CLEAN COMPACTED > CLEAN COMPACTED CLEAN COMPACTED o (2) #5 BARS CONT, w/ 3 8„ 8;, (2) #5 BARS CONT w/ 3 FILL @ 95% STANDARD DENSITY FILL 95% STANDARD U FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY 1r-4rr @ - COVER TYP.; AT COVER TYP.; AT o.DENSITY rr ih DENSITY DENSITY (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, ]FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDESHALL BE V-4" WIDE w/(3) #5 BSHALL BE 1 4 WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY BE 20" WIDE ,UJI AFO TYPICAL EXTERIOR FOOTING AFO�TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN A`F04I,DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING Rr b �•, �, LU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0rr 3/4"=1'-0rr 3/4"=1 - w�` •a ..®®aa•®• a • ti. %{P�" � un o OPT. MASONRY CURB � a „ � �^ ® � W @ELEV. 0'-0" w/ (1) #5 � N pa VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D �® """I �s < V CONT. BAR cn ®� '� 4 STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w SLOPED GROUT TO w�� .�® ®� Q DRAIN ® •• .• a OPTIONAL CURB BY a ° d 4e SEE PLAN 4� J o MASONRY WALL e ••. ...• �� = < D co " BUILDER MIN. 24" BEFORE �,. d r® �_ z CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP LL CONC. SLAB PER FOUNDATION PLANU.CONC. SLAB PER (1) #5 FROM FTG. TO SLOPE e ° • •. FOUNDATION PLAN' TIE BEAM MIN. 25" d 4 e SLAB w/ E #5 CONT. a ' #5 CONT. n •.. PER MFG SPLICE GROUT CELL 8rr a FOUNDATION PLAN w/ 3 COVER TYP: •p � �' w ° ° REINFORCEMENT SEE ".�; SOLID PER PLANS °.. e GRADE w ° �d' 4FOUNDATION PLAN o w FOR QUANTITY p _ v� ja 00 -4 d I d: d o e I I I— I + ''• IEEI- Cfl°: d.. ;,,•,b. .�''i]� a>.:r� W ° ��'� a� • ° d I I 111 — • , — _ z e' a °. ' cn .a •1, . THRESHOLD PER MFG .' ..' . ° 4d _ I 1=III=III=III= 1= d++ — d ' _ a ° ,e ... �. #5 x 25 x 25 CORNER ° a °d d BAR, ONE FOR EA. ° —° T I I_ I w _ — �. ° d � I HORIZONTAL v --- .—._I_ d. ° d p . ° .. .�; CONC. SLAB PER W I — I •„_:. • _, ” ~ .,. M1, co _ __ 8 4 — i _I I 1-1I 1-1I =1 = ° q a " ,,....;. _ ° ° ° "� REBAR, TYP. U.N.O. FOUNDATION PLAN I I �_ — — — — _ _ — • iI' 4. ° --I I—I e d ...d ° .'d ° I------ t- -- — � � � O d° 4 e ( — —I I I I �—III—I I—III—I I-1 — — �— ° d . — — _— _ o W w 4 4° 4.°I =I— I .� _ _�' _°.° M -III—I I pq u �.. III I I II I—I '"' — - °' e e'4 mi 4, (2) #5 BARS CONT, — d,. w d > 1—I �_ _ (2) #5 CONT. w/ 3" SLOPE W/ 3 COVER TYP.; @ 1 -4 Z ; T-4" (2) #5 CONT. w/ 3'; I----- _ = 16" MIN. _ -_ COVER TYP. ; ; d.. 2 -STORY CONDITION ll 0,��ti. 1 -4 (2) #5 BARS CONT, i� COVER TYP. -III = I —1 I 1-1 I—I 11— 2 #5 BENT BARS w/ SLOPE EXT. SURFACE V y Cs _ _ _ PER MFG ''..•" (3) #5 BARS w/ 20 H ��5 w W/ 3" COVER TYP. O -0R GRADE 1/4" PER WIDE FOOTING c z CLEAN COMPACTED MIN. 25 LAP SPLICE CLEAN COMPACTED FILL @ 95% STANDARD FOOT AWAY FROM FILL @ 95% STANDARD o 04' 0 WHERE 2ND STORY OCCURS, FTG BUILDING DENSITY DENSITY z SHALL BE 1'-4" WIDE w/(3) #5 BARS EASTOMERIC JOINT. MM FILLER a - F0 FOOTING SHOWER AT MASONRY AFOkTHICKENED EDGE AFON9� TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL TOP VIEW F11 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0" 3/4"=1'-0" J FILLED CELL PER PLAN .WOOD POST PER PLAN —•—� ® FOR SIZE AND BASE c �.. U) U ,� 4.r CONNECTION W 'r o — — — — — — ti �..1 m P Q 06 W Z L'i�M o TOP COURSE TO BE GARAGE CHAIR BLOCKS. ¢ o J ENTIRE BASE TO BE Z p � ; .mfr. L f � Z h C FILLED SOLID LL�� TOP VIEW @ CORNER SEE ELEVATION O a = o %s w J (q �Z�o 0 C) I-FWU:1 0 Z � U) I- Z E CMU BASE w/ (1) #5 Z ¢ ¢ Z o CONC. SLAB PER O '� � o z FOUNDATION PLAN GARAGE WALL VERTICAL @EACH U ¢ o BEYOND CORNER. SEE FLR. y Q N PLAN FOR BASE SIZE ° f ca L1J Q F_ w U w ¢ d I--.- --1 I I .: Z Z o DRIVEWAY BY SEE FOUNDATION FOR d �' o Z BUILDER- CONCRETE 4 _ __-� _ { PAD SIZE e � ° � � w �Aq ~ ol M 4 °: W w Q~ OR PAVERS � .� O CONC. SLAB OR d • > w W a;4 PAVERS PER PLAN ° o w W LL _. ° 4 M L I 111-1 1 '-- CLEAN COMPACTED ' . d a: °s a ° ° I— FILL @ 95% STANDARD 4 I Im I___I I _ — — — � `° � d d DENSITY 4 ° _ 8'x 8" THICKENED I = d ., = La .� _. g° '01 01 3" COVER TYP. CLEAN COMPACTED d EDGE w/ (1) #5 CONT. � d .° .. 4 FILL @ 95% STANDARD ....a DENSITY F1 THICKENED EDGE @GARAGE DOOR "F1FOOTING @ENTRY MASONRY COLUMN NOT USED CONC. SLAB PER - FOUNDATION PLAN I: PVC SLEEVE MIN. DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=1'-0" I \ 81, CMU - FINISH PER ELEV. FINISH FLOOR PENETRATING GRADE PIPE d 4 I I IIF ins — e i(-"� T FOOTING PER PLAN - CLEAN COMPACTED FILL @ 95% STANDARD (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-011 3/4"=1'-0" � Lu 11 ,,. TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE O Z en 0 PENETRATION F- Z z o o TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE l _ —v I W CENTERED AT PIPE t I_s I -- =I I (/� �e 1 8" C.M.U. FINISH PER PENETRATION I T ELEV. it -I I= 4 —=1 I o o FINISH FLOOR °° Cs✓ a, •: `° I_1=1 - _— d d0 O N 0-4 d --- PENETRATING PIPE \` — I I L� III -1 11= I =1 11- J Z o W Lu W —� - . o SEE'FDN. — I IT I PLAN FOR I I J 0 o ° • •� LOOP TIE (TYP.) d. a I I SIZE & REINF. Q' O = " q I =) I —= � d _ I _ _ = I I=1 — = I_I= _ - PIPE PERPENDICULAR TO FND n' TOP (2) #5 x 4'-0rr _ z `�� Ln I — — I 1=1 — =1 1=I 1= I -1 I 1 CENTERED AT PIPE PVC OR SCH40 SLEEVE STRUCTURAL ENG: BED 1= I I II I_ I r PENETRATION DRAFTING: FOOTING PER PLAN I I � I -I I — SEE FDN PLAN 1E1 � , —III I_ -STRUCT: MRG --- PVC SLEEVE I I = FOR SIZE I I I & REINF. -I I I �= �II_�=� �° d' QC CHECK: CC JOB No. TM - 2150946 FRONT VIEW ( ) _ SCALE: AS INDICATED PIPE VERTICAL THRU FDN S/sORi a — DATE: 8-12-15 —1 I III -1 I=1 I I— NOT USED PIPE PARALLEL TO FND 15 - 2 6 7 1 SD1 I I i PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL t c (1) #5 VERTICAL IN F GROUT FILLED CELL (IF cc REQ'D PER PLAN) t i NOTE: SEE MD08 ON LINTEL PLAN FOR ADDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL 6 1/2"=11-011 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS 3/4"=1'-0„ PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TeP, TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIt ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REG 2x BLOCKING MIN 2x4 STUD: O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END — (2) 2x TOP PLATE PRE -CAST LINTEL PER PLAN W TYPICAL TIE BEAM w/ I__ 2x6x12 P.T. CENTER SEE PLAN FOR WALL w/ 3000 psi CONC. w/(1) DOUBLE TOP PLATE #5 REBAR VERT. I n° 3000 psi CONC. w/(1) #5 (2) 2x PT BUCKS w/ 1/2" VERIFY w/ PLAN FOR BEYOND d ' .6 BUCK FRAMING INFO SIDE OF OPENING J 1CMU WALL PER PLAN REBAR CONT. O.S.B. BETWEEN 3/8" DIA. ANCHOR (2) 2x4 #2 SYP A� d STD HOOK IF DBL. NAILER IS CENTERED BLOCKING PER BRIG I 2x P.T. STUD ,. FRAMED WALL. PER BLOCKING UNDER A/C SUPPORTS USED, USE 1/4" x 4-1/2" BLOCKING W/ SIMPSON WALL SCHEDULE RE. ELEV. .M COURSE W/ (1) #5 TAPCONS; SEE NOTES MASONRY WALL PER PLAN �— A34 OR LUS24-2 EACH FOR O.H. FOR SPACING ATTACHMENT REQUIREMENTS 0 SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 „ „ „ 2x8 3/16" x 3" 12" O.C. 2 TYPICAL FILLED CELL FASTEN PT 2x NAILER TO MASONRY NOTES: ---- - 1.'29 PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, ` FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, F - STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN a - THIS CASE. ry 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x C.) I� BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" .r U) (5) 3/8" DIA. J -BOLT W/ THREADED ROD PER I j (4) EQ. SPACED 1/2" O.C. @ EACH SUCCESSIVE BUCK W 012 5-1/2" EMBED. AT EA. PLANS. MIN. 6" FROM I TITEN HD ANCHORS w/ 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME D DOOR BRACKET, EA. END OF BRG. WALL/ MIN. 1 3/4"EMBED. FOR (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS o TBD BY BUILDER SIDE OF DOOR, MASONRY WALL f HOLLOW BLOCK OR 3 (FASTENING) ARE MET PROVIDE 1-1/2" x 3/16" 1/2" EMBED. FOR SOLID 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) Q THICK WASHER W/ EA. BLK. MAX. 6" FROM ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S BASE PLATE e� ANCHOR. (1st BOLT TO CONNECTION PER BRIG I � TOP &BOTTOM SPECS BE 8" MAX. ABV. CURB, REST EQ. SPACED WALL SCHEDULE -24" O.C.) PT BASE PLATE `r1111i11Ff®®' GARAGE BUCK DETAIL fiDO BEARING/ SHEARWALL CONNECTION TO CMU fiDO 2x BUCK DETAIL 9/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" �� .®w•.•®g �'��/ai0i a pr- • • /�I LINTEL SEE PLAN SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURA �5:w o ( ) SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHING "' G�: �> � z z FRAMING DETAILS FOR TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME- _ E _D 7/16" O.S.B. EA. SIDE ADDITIONAL .® wEX3 _D CONNECTION PER STD. CONNECTOR CONNECTION PER INFORMATION NOTES STD. CONNECTOR �'�� ••• �;••`�� STD. CONNECTOR (HEADER CAN BE NOTES FRAME OUT TO BLOCK NOTES i� •"•• �,� �` Q EITHER UPSET OR EDGE AS REQ'D FRAME OUT TO BLOCK P eat® J O DOWNSET) FRAME OUT TO BLOCK ®'l� ew _ 2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D EDGE IIl111 'S LL ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END HEADER PER —�' I I (2) 2x TOP PLATE rl- LOCATION 1/2" x 8" ANCHOR BOLT V (3) 16d COMMON (2) 2x PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN O (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY y END VIEW w/ CMU NAILS (TYP.) FOR BEAM SIZE END & 6 FROM EACH IF OPENING PROVIDED �o HEADER SEE PLAN MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE PER PLAN) ^ II j�6Olyl� N ( ) WALL WITH STUDS @ WALL WITH STUDS @ 2x PT BOTTOM MIN. 2x4 SPF #2 KNEE F-1 U �,3J o 16 O.C. W/ I WALL w/ STUDS @ 16 2x4 SPF CONT. 16 O.C. W/ (2) 2x #2 SYP SEE PLAN PLATE O.C. w/ STRUCTURAL ci STRUCTURAL FOR BEAM SIZE STRUCTURAL O z BLOCKING ATTACH TO SHEATHING ON BOTH SHEATHING ON BOTH SHEATHING FROM M U c 0 7/16" OSB W/ (2) 8d TOP OF WALL TO o 7/16 O.S.B. EA. SIDE SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR NAILS BOTTOM OF WALL. WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE O zmm ATTACHED PER w 6� 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ARCH PER ELEV 2x BLK'G. TO O.S.B. W/ NAILING SCHEDULE NAILING SCHEDULE rr ll d G��s1 U (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE I "•° OTHERWISE SP2 CLIPS o V TO SIDE &'1`O'P NAILER'"' OTHERWISE°SP2 CLIPS MASONRY WALL • Z AT TOP AND SP1 CLIPS cn 2x BUCKS, AT TOP AND SP1 CLIPS BUILDER FRAME ; AT BASE ARE REQ'D o 04' AT BASE ARE RADIUS AS REQ'D Q END VIEW w/ WOOD REQUIRED fiF�OKNEEWALL AT DOWNSET BEAMFO KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" NAIL SCAB TO TOP IF A/C IS SUSPENDED .CHORD WITH, (4) 10d FROM TOP 'CH.ORD (2) ROOF SHEATHING Z ATTACH PER NAILING � C7 NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE c < W J o IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12J o 0 0 n CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE ---- cow °z r `" n E COMPANY PLAN STANDARD TRUSS W o _ _ SINGLE TOP AND BASE (3) 10d NAILS TYPICAL (� U p v- N rn PLATE w/ 2 16d NAILS TOP CHORD VARIES TO TRUSS. STUDS AT EACH TRUSS Z o m = @ X" I- co �Iz! 24" O.C. & EXT. - TRUSS WEBS NOT J J � R Z R o i3 SHEATHING INSTALLED , 4. 2x4 X BRACE ACROSS SHOWN FOR CLARITY E < D w ui o PER NAILING PATTERN cn E LENGTH OF` �/ Z Q a w z O PRE PER z D z PLAN, 24" O.C. MAX u- O = SHEARWALL------------� O M a 2x4 #2 SYP CROSS � LL 2X4 #2 SYP RAT RUN BRACING (AT 45°) W/ ROOFING MATERIAL W a N t NAIL SCAB TO TOP N CHORD WITH (3) 10d TOP'AND BOTTOM MIN I (3) 12d NAILS TO RAT PER ARCHS o W Z z O U N 2 BAYS PAST A/C RUNS. TYP EACH SIDE CRICKET AS REQUIRED NAILS O � A/C UNIT AND PAN � SEE FRAMING PLAN .,q J � 2x4 BLOCKING VA LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" CONDENSATE FOR CONNECTION W - LAP W/ (2) 16d ` NAILS MAX 48" MAX 48" INFO MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP DISPOSAL BY A/C SEE ELEVATION E- TOENAILED TO � ( SUPPLIER TRUSS EACH SIDE W DOUBLE TOP PLATE w/ TOP OF MASONRY 10d NAILS @ 4"0.C. ��-- CONNECTION TO BE W ----------- SUPPLIED BY A/C _ STANDARD TRUSS - - - - - - - - - - COMPANY SEE ARCH PLANS FOR U) TRUSS PER, PLAN BOTTOM CHORD OVERHANG INFO ON BASE PLATE -�. w/ 3000 psi CONC. w/(1) DOUBLE TOP PLATE #5 REBAR VERT. I n° GARAGE WALL • VERIFY w/ PLAN FOR BEYOND REQ'D LOCATIONS 2x6 P.T. BUCK EACH SIDE OF OPENING J 1CMU WALL PER PLAN FASTEN PT 2x NAILER TO MASONRY NOTES: ---- - 1.'29 PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, ` FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, F - STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN a - THIS CASE. ry 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x C.) I� BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" .r U) (5) 3/8" DIA. J -BOLT W/ THREADED ROD PER I j (4) EQ. SPACED 1/2" O.C. @ EACH SUCCESSIVE BUCK W 012 5-1/2" EMBED. AT EA. PLANS. MIN. 6" FROM I TITEN HD ANCHORS w/ 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME D DOOR BRACKET, EA. END OF BRG. WALL/ MIN. 1 3/4"EMBED. FOR (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS o TBD BY BUILDER SIDE OF DOOR, MASONRY WALL f HOLLOW BLOCK OR 3 (FASTENING) ARE MET PROVIDE 1-1/2" x 3/16" 1/2" EMBED. FOR SOLID 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) Q THICK WASHER W/ EA. BLK. MAX. 6" FROM ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S BASE PLATE e� ANCHOR. (1st BOLT TO CONNECTION PER BRIG I � TOP &BOTTOM SPECS BE 8" MAX. ABV. CURB, REST EQ. SPACED WALL SCHEDULE -24" O.C.) PT BASE PLATE `r1111i11Ff®®' GARAGE BUCK DETAIL fiDO BEARING/ SHEARWALL CONNECTION TO CMU fiDO 2x BUCK DETAIL 9/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" �� .®w•.•®g �'��/ai0i a pr- • • /�I LINTEL SEE PLAN SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURA �5:w o ( ) SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHING "' G�: �> � z z FRAMING DETAILS FOR TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME- _ E _D 7/16" O.S.B. EA. SIDE ADDITIONAL .® wEX3 _D CONNECTION PER STD. CONNECTOR CONNECTION PER INFORMATION NOTES STD. CONNECTOR �'�� ••• �;••`�� STD. CONNECTOR (HEADER CAN BE NOTES FRAME OUT TO BLOCK NOTES i� •"•• �,� �` Q EITHER UPSET OR EDGE AS REQ'D FRAME OUT TO BLOCK P eat® J O DOWNSET) FRAME OUT TO BLOCK ®'l� ew _ 2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D EDGE IIl111 'S LL ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END HEADER PER —�' I I (2) 2x TOP PLATE rl- LOCATION 1/2" x 8" ANCHOR BOLT V (3) 16d COMMON (2) 2x PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN O (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY y END VIEW w/ CMU NAILS (TYP.) FOR BEAM SIZE END & 6 FROM EACH IF OPENING PROVIDED �o HEADER SEE PLAN MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE PER PLAN) ^ II j�6Olyl� N ( ) WALL WITH STUDS @ WALL WITH STUDS @ 2x PT BOTTOM MIN. 2x4 SPF #2 KNEE F-1 U �,3J o 16 O.C. W/ I WALL w/ STUDS @ 16 2x4 SPF CONT. 16 O.C. W/ (2) 2x #2 SYP SEE PLAN PLATE O.C. w/ STRUCTURAL ci STRUCTURAL FOR BEAM SIZE STRUCTURAL O z BLOCKING ATTACH TO SHEATHING ON BOTH SHEATHING ON BOTH SHEATHING FROM M U c 0 7/16" OSB W/ (2) 8d TOP OF WALL TO o 7/16 O.S.B. EA. SIDE SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR NAILS BOTTOM OF WALL. WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE O zmm ATTACHED PER w 6� 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ARCH PER ELEV 2x BLK'G. TO O.S.B. W/ NAILING SCHEDULE NAILING SCHEDULE rr ll d G��s1 U (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE I "•° OTHERWISE SP2 CLIPS o V TO SIDE &'1`O'P NAILER'"' OTHERWISE°SP2 CLIPS MASONRY WALL • Z AT TOP AND SP1 CLIPS cn 2x BUCKS, AT TOP AND SP1 CLIPS BUILDER FRAME ; AT BASE ARE REQ'D o 04' AT BASE ARE RADIUS AS REQ'D Q END VIEW w/ WOOD REQUIRED fiF�OKNEEWALL AT DOWNSET BEAMFO KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" NAIL SCAB TO TOP IF A/C IS SUSPENDED .CHORD WITH, (4) 10d FROM TOP 'CH.ORD (2) ROOF SHEATHING Z ATTACH PER NAILING � C7 NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE c < W J o IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12J o 0 0 n CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE ---- cow °z r `" n E COMPANY PLAN STANDARD TRUSS W o _ _ SINGLE TOP AND BASE (3) 10d NAILS TYPICAL (� U p v- N rn PLATE w/ 2 16d NAILS TOP CHORD VARIES TO TRUSS. STUDS AT EACH TRUSS Z o m = @ X" I- co �Iz! 24" O.C. & EXT. - TRUSS WEBS NOT J J � R Z R o i3 SHEATHING INSTALLED , 4. 2x4 X BRACE ACROSS SHOWN FOR CLARITY E < D w ui o PER NAILING PATTERN cn E LENGTH OF` �/ Z Q a w z O PRE PER z D z PLAN, 24" O.C. MAX u- O = SHEARWALL------------� O M a 2x4 #2 SYP CROSS � LL 2X4 #2 SYP RAT RUN BRACING (AT 45°) W/ ROOFING MATERIAL W a N t NAIL SCAB TO TOP N CHORD WITH (3) 10d TOP'AND BOTTOM MIN I (3) 12d NAILS TO RAT PER ARCHS o W Z z O U N 2 BAYS PAST A/C RUNS. TYP EACH SIDE CRICKET AS REQUIRED NAILS O � A/C UNIT AND PAN � SEE FRAMING PLAN .,q J � 2x4 BLOCKING VA LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" CONDENSATE FOR CONNECTION W - LAP W/ (2) 16d ` NAILS MAX 48" MAX 48" INFO MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP DISPOSAL BY A/C SEE ELEVATION E- TOENAILED TO � ( SUPPLIER TRUSS EACH SIDE W DOUBLE TOP PLATE w/ TOP OF MASONRY 10d NAILS @ 4"0.C. ��-- CONNECTION TO BE W ----------- SUPPLIED BY A/C _ STANDARD TRUSS - - - - - - - - - - COMPANY SEE ARCH PLANS FOR U) TRUSS PER, PLAN BOTTOM CHORD OVERHANG INFO ON BASE PLATE -�. '''�-- UPLIFT CONNECTOR DOUBLE TOP PLATE • (SEE SCHEDULE) (2) 2x4 #2 SYP TOP KNOCK OUT ,. FRAMED WALL. PER BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON RE. ELEV. .M COURSE W/ (1) #5 MASONRY WALL PER PLAN �— A34 OR LUS24-2 EACH FOR O.H. CONT. PLAN I, END TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT R KNEEWALL ABOVE MASONRY WALL 1 "=1'-0•, fw�oPERP, SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES 3/4"=1'-0" SOLID o 3/4"=1'-0" DORMER FRAMING DETAIL Lu W 11 2x STUDS @ 16 O.C. FOR KNEE WALL PRE- FLUE PER MANUF;- MANUFACTURED fr 9Q v � CHIMNEY CAP SPECS W/ 2" MIN. LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT WINDOW PER > TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE FLOOR PLAN Z r g _ r 1,� F „ &FRAME O �- ROOF SHEATHING FOR STRAP 2-0 ABOVE A POINT a ' A Z o aC CONT. ROOF SHEATHING NAIL PER PLAN i,4 �,, WITHIN 10'-0" OF THE GALVANIZED FLASHING O Z J NEAREST ROOF PRECAST CONC. OR CO H wEXT. SHEATHING POWERS STEEL SILL 1 PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER W co �e D TO TOP CHORDS OF TRUSSES BELOW WHEN I "� I, �, OTHER STUD TO NAILING SCHEDTYP. @ ALL WINDOWS . 0 a BOTTOM PLATE DOES NOT LINEUP ABOVE TRUSS DOUBLE TOP PLATE O Ln BELOW AND CONNECT w/ HTS20 @ 32 O.C. 2x4 FRAMED CRICKET �� EXT FINISH PER PLAN N �i` 2x4 VERTICAL @ 24 W/ GALVANIZED h... m E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING („) -� Z a NAILS TO BOTTOM * * W J W CHORD & (3)' 10d NAILS + f�' d 0 F 2x PLATES OVER ROOF DECK PER VALLEY H A K TO TOP CHORD; NOTE �, MAIN FLOOR O Q O = a. FRAMING DETAIL 1F WALL HEIGHT IS _'`` (4) 16d COMMONS ` , . ELEV 0, 0„ � F- ,rte F- USE 4FT & 8FT, B * NAILED @ EACH END :.<� G DOUBLE TOP PLATE /, ., U.SE 2x6 SYP #2 STUDS ++ CONC. SLAB VERT REINF. BEYOND a 1 - SEE FOUNDATION _ GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO --- j �� STRUCTURAL ENG BED SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C III --III- CRAFTING. H� 16d COMMONS END RAFTER �., 2x4 BLOCK * * I I=i ING W/ 2 + NAILED TO VERTICAL sTRUCT: MRG O I I= -,,;, MASONRY WALL PER �, "� 16d COMMONS END 2x4's ---___--- COMMON TRUSS PER PLAN OR CONV. FRAMING w/ M J STRUCTURAL SHEATHING PER PLAN AND ROOF w,. � E ; � ,. I- PLAN gu�Cvi G2C CHECK: CC a XI'LEb'TO VERTICAL + f h2X4's + * SEE FOUNDATION a JOB No.TM 2150946 FINISH PER ARCHSFIN G + + DETAILS FOR FTG INFO .,.4� SCALE: AS INDICATED CURVED ROOF TRUSSES PER PLAN OR CURVED TRUSS PER PLAN a RAFTERS w/ 2 LAYERS 3/4" CDX SHEATHING _ ( ) DATE: $-12-15 NAILED @ 6" O.C. STAGGERED 5 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL fiso TYPICAL ONE STORY CMU WALL SECTION D2 NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" TRUSS PER PLANTS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON I,,,,,, DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON I DIAGONAL PLATE BEAM CONNECTION SIMPSON HGA10 @ 48" 1'-0" MAX PLYOOD CANT. O.H. SEE ELEV. FOR O.H. SIZE O.C. 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA.DIAG. AS SHOWN. FASTEN ROOF SHEATHING PER PLAN NOTE: ALL GABLE w Q [] BRACING IS TO BE (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" SHEATHING NOT REQ'D SYP#2 OR BETTER STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM TO BE CONT. @ THE 3/4"=1'-0" MAX. ATTACHMENT w/ (3) 10d = TRANSITION FROM O TOENAILS EA. END SHEATHING TO BLOCKS w/8d NAILS 1'-0" MAX PLYWOOD CANT. O.H. SEE ELEV. FOR PROVIDE 16d NAILS - WALL TO GABLE -- "- SEE CHART. PLT.@12" O.C. MAX. = U GABLE END W/ 16d �I "° "•®®•or ••®,°®t, �� x Q TRUSS m NAILS @ 6" O.C. o BEAM COURSE w/ (1) FRAMING FOR FALSE Li A®I ��®® J 0 DOUBLE 2x TOP PLATE WITH (3) 12d TOENAILS. 2x6 COLLAR TIE HALF FASTEN SIDE WALL #5 CONT. CONT. 2x4 01 FALSE BM PER PLAN @ 6" O.C. SHEATHING PER PLAN. '--- COMMON NAILS (1) FROM WAY UP HEIGHT OF (4) 8d NAILS TO TOP, (5) 16d NAILS BRACE SHEATHING COVERING TO BLOCKING I EXT. SHEATHING; � @ 6" O.C. @ STRO DIAGONAL BACK TO DIAGONAL )P ATTACH PER PLAN FRAME WALL CONNECTION 2x4 DIAGONAL BRACE GABLE WITH H2.5 CLIP. U WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. OUTLOOKERS 1'-0" MAX PLYOOD CANT. O.H. SEE ELEV. FOR O.H. SIZE GABLE BRACING + 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA.DIAG. AS SHOWN. FASTEN ROOF SHEATHING PER PLAN @ 24 O.C. TO RUN BACK TO w Q [] PT 2x8 PLT., CANT. FORWASHERS (MIN. 6" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" CLG. NAILING SURFACE EMBED) MIN, 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 3/4"=1'-0" MAX. ATTACHMENT w/ (3) 10d = ° O.C. MAX. 45 FROM O TOENAILS EA. END SHEATHING TO BLOCKS w/8d NAILS 1'-0" MAX PLYWOOD CANT. O.H. SEE ELEV. FOR PROVIDE 16d NAILS - - -- "- SEE CHART. PLT.@12" O.C. MAX. = U GABLE END W/ 16d �I "° "•®®•or ••®,°®t, �� x Q 6' FROM EAVES. m NAILS @ 6" O.C. o BEAM COURSE w/ (1) FRAMING FOR FALSE Li A®I ��®® J 0 CHART WITH (3) 12d TOENAILS. 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, #5 CONT. CONT. 2x4 01 FALSE BM PER PLAN @ 6" O.C. O.H. SIZE '--- COMMON NAILS (1) FROM WAY UP HEIGHT OF (4) 8d NAILS TO TOP, GABLE BRACING (+) CONNECT TO DROP SHEATHING COVERING IF REQ'D I � @ 6" O.C. @ STRO DIAGONAL BACK TO DIAGONAL VALLEY. FASTEN w/ (5) PLAT , E CMU WALL CONNECTION 2x4 DIAGONAL BRACE GABLE WITH H2.5 CLIP. U WHERE O.H. IS > V-0", DROP END GABLE w/ 10d COMMON NAILS @ GABLE VERTICAL • MAX 2'-0" O.H. @ 48" O C TO 3RD . 11 2x6 RAFTER TO 2x8 TRUSS PER PLAN PROVIDE 2x4 BRACE _ � W CONTRACTOR TO FIELD VERIFY WHICH -Al I I �® ®® CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO iv BRACE TO PLATE TRUSS BOT. CHORD \ GABLE BRACING + UP TO 4'-8" BAY REQ'D w/ @ 24 O.C. TO RUN BACK TO z O PT 2x8 PLT., CANT. FORWASHERS (MIN. 6" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" CLG. NAILING SURFACE EMBED) MIN, 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 3/4"=1'-0" MAX. ATTACHMENT w/ (3) 10d = ° O.C. MAX. 45 FROM O TOENAILS EA. END STRONGBACK, SEE 1 ST COMMON TRUSS PROVIDE 16d NAILS BRACE GABLE END TRUSS TO ¢ m 2x TOP PLATE TO "- SEE CHART. PLT.@12" O.C. MAX. = U GABLE END W/ 16d �I "° "•®®•or ••®,°®t, �� x Q 6' FROM EAVES. m NAILS @ 6" O.C. o BEAM COURSE w/ (1) FRAMING FOR FALSE Li A®I ��®® J 0 CHART WITH (3) 12d TOENAILS. 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD 01 FALSE BM PER PLAN '--- COMMON NAILS (1) FROM WAY UP HEIGHT OF (4) 8d NAILS TO TOP, GABLE BRACING (+) CONNECT TO DROP SHEATHING COVERING IF REQ'D I @ 6" O.C. @ STRO DIAGONAL BACK TO DIAGONAL VALLEY. FASTEN w/ (5) PLAT , E CMU WALL CONNECTION SEE CHART GABLE WITH H2.5 CLIP. U 10d COMMON NAILS @ GABLE VERTICAL • MAX 2'-0" O.H. Lu . 2x6 RAFTER TO 2x8 TRUSS PER PLAN PROVIDE 2x4 BRACE _ � W RIDGE BOARD W/ A35 • • 0 TO EA. ADJ. DIAG. �_x REQ'D, SEE ON (1) SIDE OF 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING***., FASTEN TO DIAG. w/(2) TRUSS PER PLAN STRONGBACK IF REQ'D CONT. 2x4 A -A GABLE VERTICAL BRACING 2x6 RAFTER TO OPP SIDE 16d NAILS. INTO BLOCKING, (2) PER CHART 8" O.C. (GEO GABLE END @ FLAT CEILING CONNECTIONS 3/16" x 2 3/4" TAPCONS (GE�OGABLE END BRACING 3/4"=1'-0" 3/4"=1'-0" (5) 16d NAILS BRACE 2x4'S @ 24" O.C. 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING ' IN CMU. OR SIMPSON OUTLOOKER (MAX. FOR NAILING GABLE BRACING @ 48" 2x4 BLOCKING (2) 12d F__1A ROOF SHEATHING PER — ROOF SHEATHING = TO BLOCKING GABLE END NAILS, TOENAILED @ PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. STUD TOP &BOTTOM EACH �ND.AT 24" O.C. ROOF SHEATHING O.C. NOT REG'D 6' FASTEN SYP OR SPF A @ 24 O.C.W/ (2) 12d PROVIDE 2x4 BRACE SHEATHING FA S TEN ra TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x6 (MIN.) PLATE THRU FROM EAVES . END NAILS @EACH GABLE END TO EA. ADJ. DIAG. PER PLAN. w INTO BLOCKING, (4) 8d END. " END NAILS @ EA. 45° SHEATHING FASTEN PER PLAN. FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 16d NAILS. W w NAILS INTO TOP PLATE 2x4 OUTLOOKER @ 24" 71 OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS -- SDS SCREWS TO TOPWALL. CONTRACTOR TO FIELD VERIFY WHICH -Al I I �® ®® CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO iv BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" 3 1/4" HOLD 1/2" J -BOLTS w/ 4'-8" <`H 6 7'-0" (1) 2x4 BRACE PT 2x8 PLT., CANT. FORWASHERS (MIN. 6" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" CLG. NAILING SURFACE EMBED) MIN, 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 3/4"=1'-0" MAX. ATTACHMENT w/ (3) 10d = ° O.C. MAX. 45 FROM O TOENAILS EA. END � PROVIDE 16d NAILS BRACE GABLE END TRUSS TO ¢ m 2x TOP PLATE TO "- SEE CHART. PLT.@12" O.C. MAX. = U GABLE END W/ 16d �I "° "•®®•or ••®,°®t, �� x Q 6' FROM EAVES. m NAILS @ 6" O.C. o BEAM COURSE w/ (1) FRAMING FOR FALSE Li A®I ��®® J 0 GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" <`H 6 7'-0" (1) 2x4 BRACE 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS CMU WALL OR LINTEL HGA10KT @ 32" O.C. BEAM, IF REQ D w/ (3) o • "" LL d ® ®® W KGE�OGABLE END @ VAULTED CEILING BELOW W 6 cr - = Q GABLE BRACING @ 48" 10d NAILS @ EA. TRUSS 3/4"=1'-0" _r-- 2x4 BRACE IF REQ'D ° �® �; < U ° O.C. MAX. 45 FROM FOR NAILING"` e -\-TIE BRACE SIMPSON DTC, (2) 8d: SEE CHART. ''� "•®®•or ••®,°®t, �� x Q 6' FROM EAVES. 2x8 RIDGE BOARD BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ A®I ��®® J 0 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD 01 FALSE BM PER PLAN '--- COMMON NAILS (1) FROM WAY UP HEIGHT OF (4) 8d NAILS TO TOP, SHEATHING COVERING IF REQ'D I @ 6" O.C. @ STRO DIAGONAL BACK TO DIAGONAL VALLEY. FASTEN w/ (5) PLAT , E CMU WALL CONNECTION CLEAR SPAN CONNECTION 10d COMMON NAILS @ GABLE VERTICAL EACH END (TYP.) Lu . 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN �-- _ --- 2ND 2x4 BRACE IF CHART RIDGE BOARD W/ A35 • • 0 �_x REQ'D, SEE ON (1) SIDE OF 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING***., RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS A -A GABLE VERTICAL BRACING 2x6 RAFTER TO OPP SIDE 10d COMMON NAILS @ INTO BLOCKING, (2) 8" O.C. (GEO GABLE END @ FLAT CEILING CONNECTIONS 3/16" x 2 3/4" TAPCONS (GE�OGABLE END BRACING 3/4"=1'-0" 3/4"=1'-0" 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING ' IN CMU. OR SIMPSON OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d ROOF SHEATHING PER — ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. STUD TOP &BOTTOM EACH �ND.AT 24" O.C. ROOF SHEATHING END NAILS EA. END FASTEN SYP OR SPF (TYP.) (END NAIL PLTS. @ 24 O.C.W/ (2) 12d PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x6 (MIN.) PLATE THRU . END NAILS @EACH 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END. " END NAILS @ EA. 2x4 #2 SYP P.T. W/ 1/4"x4-1/2" SIMPSON NAILS INTO TOP PLATE 2x4 OUTLOOKER @ 24" 71 OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS -- SDS SCREWS TO TOPWALL. ~�SHEATHING PER O.C. MAX. w/ (2) 16d LAY 2x4 BLOCKING OVER THE TOP OF THE - - — — --- SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER PLAN LINTEL PER,PLAN BOTTOM CHORD. END NAILS TO TRUSS HOLD WALL 3-1/2" @EACH END lir 2x WALL, SEE PLAN L VALLEY RAFTER I y, DOUBLE TOP PLATE LTSPRE-ENG VALEYRUO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 1'-9" MAX. DOWN FOR 2x4 LEDGER W/ (2) 10d 2x PLATE WITH SIMPSON MTS12 OR OUTLOOKER TRUSS PER PLAN NAILS @'EACH WEB TRUSS PER PLAN @ EA. RAFTER TO PLT. (6F01 FIELD FRAMED VALLEY DETAIL AFO NON-BEARING WALL CLIP DETAIL SHEATHING PER PLAN 3/4"=1'-0" EXTERIOR SHEATHING. EXT. FINISH PER ARCHS TRUSS PER PLAN Z g ATTACH PER PLAN a FROM TOP OF WALL VARIES 1/2" x 8" J -BOLT @ 32" Lu w TO BOTTOM RAKED DOUBLE TOP O.C. AND 6" FROM EA. 2x8 #2 SPF STUDS AT END w/ NUT & WASHER 16" O.C. PLATE CMU WALL PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) MASONRY WALL OR --'"� 2x8 #2 SYP PT. BASE CEILING NAILER AS MSTAM-24 TYP. EA. „ LINTEL SEE PLAN - REQ D SIDE OF EA. STUD: MASONRY WALL OR 3/16 x 2 3/4 TAPCONS PLATE W/ 1/2" x 8" LINTEL SEE PLAN �" IN CMU: OR SIMPSON ANCHOR BOLT OR CENTERED BETWEEN A. � 2x8 #2 SPF STUDS @ FRAME AND CMU SEE META16 TITEN HD @ 32" O.C. & 16" O.C. TYP. ;', WALL SPLICE DETAIL 6" FROM EACH END 2x8#2 SYP PT BASE FOR REQ'D FLASHING STD CONDITION @ CMU VAULTED CONDITION @ CMU PLATE ". o • "" LL d ® ®® W KGE�OGABLE END @ VAULTED CEILING W 6 cr - = Q GABLE BRACING @ 48" 3/4"=1'-0" PROVIDE 2x BLOCKING . ° �® �; < U ° O.C. MAX. 45 FROM FOR NAILING"` e ®°fig o CO) "'y,, �° � HORIZONTAL (+/- 10°) BRACE NOT REQUIRED SIMPSON DTC, (2) 8d: ''� "•®®•or ••®,°®t, �� x Q 6' FROM EAVES. 2x8 RIDGE BOARD TRUSS PER PLAN A®I ��®® J 0 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, WAY UP HEIGHT OF (4) 8d NAILS TO TOP, I I VALLEY. FASTEN w/ (5) PLAT , E 10d COMMON NAILS @ rc. EACH END (TYP.) Lu 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/ A35 0 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 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 FASTEN SYP OR SPF @ 24 O.C.W/ (2) 12d I I 2x6 (MIN.) PLATE THRU . END NAILS @EACH SHEATHING PER PLAN END. " W/ 1/4"x4-1/2" SIMPSON ' -- SDS SCREWS TO TOPWALL. ~�SHEATHING PER °4` LAY 2x4 BLOCKING OVER THE TOP OF THE - - — — --- "" CHORD OF EACH TRUSS BELOW PLAN LINTEL PER,PLAN BOTTOM CHORD. FASTEN CONV. 2x lir 2x WALL, SEE PLAN L VALLEY RAFTER NAILS @EACH TRUSS LTSPRE-ENG VALEYRUO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR ,.., LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. (6F01 FIELD FRAMED VALLEY DETAIL AFO NON-BEARING WALL CLIP DETAIL 1/2"=1'-0" 3/4"=1'-0" SIMPSON H 10A TO BLOCKING. ®»».»».»»» �i®� u1 �r SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES r l BETWEEN TRUSS BAYS �•J O @ 48" O.C. FOR FIRST 3 • BAYS SEE GABLE WALL PER PLAN w �df CONNECTION DETAILFOR (FRAME WALL SHOWN; �lyf cl N CONNECT ONS MAY ALSO BE c.� �U .., ��y3J o MASONRY) x 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' ° 0 'ulil��,lll 4. ��dlll,��i ��1� W c V Z�� U • �O 0 0 R M, ac GABLE END @ FLAT CEILING w/BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE rr� 0 o U) U ti Lu J O HEADER PER PLAN; SEE HEADER 0 w z r "' E SCHEDULE & NOTES w 0 Q p N u- °' a FOR ADDT'L INFO. 0 Z U L o (6 s SIMPSON LSTA12 OR H 0 w z CO SP4 CONNECTORS @ J � = Q p o a d 8 24"o.c. IF HEADER WITH J (A Iz- U) 0 i w id o UPLIFT SPAN 4'-6" OR <1 Z Q¢ w Z o E MORE. �1/ O 0 ¢ a 2x DOWNFRAME TO W LL W N< DOOR AS REQ'D J Z Z 00 N W 0 ~ V LLl 1/2" THREADED ROD W EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT O HEADER STUDS PER F W 11 HEADER SCHEDULE 2 U.N.O. ON PLANS Z c� O� ZZO O J ATTACH JAMB STUDS LL! PER WF08/SD4 U) �d 1 0 � 0 � C4 U OZ uj Lu P.T BASE PLATE 0O �3v1 u NG JOB No. TM - 2150946 SANFoRD SCALE: AS INDICATED DATE: 8-12-15 TYPICAL HEADER DETAIL NOT USED T 1/2"=1'-0" S D 3 �� 2671 r------- o • "" LL d ® ®® W W 6 cr - = Q GABLE BRACING @ 48" PROVIDE 2x BLOCKING . ° �® �; < U ° O.C. MAX. 45 FROM FOR NAILING"` e ®°fig o CO) "'y,, �° � HORIZONTAL (+/- 10°) BRACE NOT REQUIRED ''� "•®®•or ••®,°®t, �� x Q 6' FROM EAVES. TRUSS PER PLAN A®I ��®® J 0 SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES r l BETWEEN TRUSS BAYS �•J O @ 48" O.C. FOR FIRST 3 • BAYS SEE GABLE WALL PER PLAN w �df CONNECTION DETAILFOR (FRAME WALL SHOWN; �lyf cl N CONNECT ONS MAY ALSO BE c.� �U .., ��y3J o MASONRY) x 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' ° 0 'ulil��,lll 4. ��dlll,��i ��1� W c V Z�� U • �O 0 0 R M, ac GABLE END @ FLAT CEILING w/BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE rr� 0 o U) U ti Lu J O HEADER PER PLAN; SEE HEADER 0 w z r "' E SCHEDULE & NOTES w 0 Q p N u- °' a FOR ADDT'L INFO. 0 Z U L o (6 s SIMPSON LSTA12 OR H 0 w z CO SP4 CONNECTORS @ J � = Q p o a d 8 24"o.c. IF HEADER WITH J (A Iz- U) 0 i w id o UPLIFT SPAN 4'-6" OR <1 Z Q¢ w Z o E MORE. �1/ O 0 ¢ a 2x DOWNFRAME TO W LL W N< DOOR AS REQ'D J Z Z 00 N W 0 ~ V LLl 1/2" THREADED ROD W EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT O HEADER STUDS PER F W 11 HEADER SCHEDULE 2 U.N.O. ON PLANS Z c� O� ZZO O J ATTACH JAMB STUDS LL! PER WF08/SD4 U) �d 1 0 � 0 � C4 U OZ uj Lu P.T BASE PLATE 0O �3v1 u NG JOB No. TM - 2150946 SANFoRD SCALE: AS INDICATED DATE: 8-12-15 TYPICAL HEADER DETAIL NOT USED T 1/2"=1'-0" S D 3 �� 2671 r------- NOTE: PIPE OR DUCT W1 2 ROWS 10d @ 3" O.0 PLATE LENGTHS MUST BE PENETRATION OF LEAST 8'4" LONG. TYP. MORE THAN 50% OF 1 / TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d 2x4 STUDS PER FRAMING PLAN • NAILS TYP. TOP & BOT DOUBLE 10d @ 3" O.C. + TOP SPLICE DOUBLE 2x4 TOP NOTES: PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3). FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & ATTACH PER NAILING (2) 10d NAILS O.C. y PATTERN ON THIS'I 'I (SOLID BLOCK W/ 2x6) DETAIL 1 O x 3" COMMON 0 10 2 1/2" 2 1/2" EDGE OUTSIDE (2) 2x4's EDGE DISTANCE PER 111=117AIL z 1Odx3" w O d. z w 2 W 1 1/2 Z w �i4" Z U Z NW U N Q Q O 2x4 BEYOND AGAINST 48-, r iv Q w a 9 A 2x8 STUDS M N N n- a U)8 �N 04 10d x 3" COMMONco w oo D. . • ATTACH 2x STUDS TO 10d x 3 COMMON OPP. x U OVERLAP TOP PLATE TOP PLATE W/ (4) 16d O N � • AT CORNER SIDE z z w z W NAILS ((2) ON EA. SIDE) a 1 Od x 3 OPP. SIDE TYP. AT ALL EXTERIOR z I I a i I Q. I I z Q x ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE U � _ o TOP PLATE W/ (4) 16d TO CORNER STUD a co 00 X NAILS ((2) ON EA. SIDE) . • . • PACK w/ (4) 1 Od NAILS _-4co U)TYP. AT ALL EXTERIOR 00 2x8 STUDS PER001, CONDITIONS FRAMING PLAN 10d x OPPSIDE COMMON CL DISTANCE PER . TOP SPLICE DETAIL ma ...- .. ... _. BOTTOM SPLICE OVER v STUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6s (2) 2x8s DOUBLE 2x8 TOP INSIDE PLY NAILS NAILED AT 8" O/C c.ti W PLATE TOP PLATE TRANSITION (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C OUTSIDE 2X'S fi FO TYPICAL TOP PLATE SPLICE @BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2H=11-011®•®r....•••®��. ✓o a o 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING -PER PLAN- 3/8"�® w 2 1 NAIL AT BASE USING 2 ROWS OF 8d COMMON NAILS ® p` BEYOND7 INSTALLED VERTICALLY. u @ 3„ O.C. cc: z U ROOF SHEATHING, E NG — — — — — — u z NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON o 'A' = NAIL SPACING FASTEN PER PLAN �dp9 FF 1 I _ 6 o.=au� NAILS@3"O.C. �a t� qe V C .e» OV SC O S ROOF SHEATHING "'� �'• �. II _� I I II II II k� ��9A T� ROOF SHEATHING, 2x� FR qeT FASTEN PER PLAN ••®o• � < II I I II II II I– NAIL O COMMON MAILS NG ER3MEOTCR w/ (2) ROWS OF 8d 1/2" A 1/2" FNCTy rRU FASTEN PER PLAN FNCTpr�� ® P%�0 J p III J I— -_--_---- %aU)z @ _ — oAos 'S'oF ss ®oeee' i — w [Ir_ ® NAIL INT. W/ 8d COMMON NAILS @ 2" O.C. U.N.O. ON o ti Oh, III III I I 11 I WALL SHEATHING O = PLANS 2x4 FRAMING @ 24 III III I I I I I SPLICE, SEE SPLICE O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" t�_ , O.C. MAX. DETAIL. MAX 1/8" � 5 2x4 #2 SYP CONT. w/ (2) III OPENING III I I I I I I SPACE BETWEEN w W COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 1 Od x 3" III III II 4 I I PANELS i 6 PLYWOOD SPLICES HEADER - NAIL SHEATHING TO DOUBLE NAIL EDGE SPACING' 2x SCAB w/ 10d NAILS NAILS AT JOINT 16d COMMON NAILS cn O @ „ @ 4" O.C. PROVIDE (4)10d x3" rr � EXTERIOR SHEATHING EA. STUD OR TRUSS `./ o III ��N< 3 III I I I I I J HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @ PER -ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX. • III TYP. 11 I I I I I I I p TOP &BOTTOM 2x SCAB w/ 1 O NAILS 24" O.C.). IF MASONRY, AROUND 2x STUDS BEYOND, STUD PER PLAN �. USE (2) 1/4" TAPCONS /"� III OPENING III LI II II ® (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4 O.C. F --I Jly�� N III III IL II II SEE PLAN FOR MORE a W VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES w/ MIN. 2 EMBED. @ U ililgi hii k3J o INFO I- z 0 SHEATHING & PER PLAN 2 FASCIA PER PLAN 2x FASCIA 24 O.C. BLOCKING GYPSUM WALLBOARD X Z CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS �"� U c O JOINT, MAX. 1/8" GAP LEDGER TO LEDGER TRUSS PER PLAN o • 2x4 LEDGER W/ 2 16d Z 2x4 PT LEDGER W/ PER PLAN � NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS 16 O.C. O VII1I'I'lil'IihiiigiYV G�ti� V PLAN @ tiSti SCHEDULE O.C. `../ 09 U 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY c z 9V O.H. SIZE O.H. SIZE cn FLATWISE (2) 16d WALL OR TRUSS, SEE � � G NAILS EACH END PLAN (TRUSS SHOWN) o Q SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL a Q m NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF. NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1' TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF �." REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0"k 1-1/2"=1'-0" 1 OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, ,, 2x4 #2 SPF Z PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING@ 24" O.C. J 0 MORE INFO & MORE INFO & (0 0 DOUBLE TOP PLATE CONNECTION CONNECTION w/ (2) 16d END NAILS o LU J o SIMPSON SP4 OR $P2 2x BLOCKING W/ (2) (2) 2x TOP PLATE EACH END x x C 0 N ++xx 0 w z H r� n E W Lir � Z) @EACH STUD 12d NAILS @EACH END. 1w... — 2x12 BOX HDR w/ 2x8's U - - TOP & BOT. 2x8 TO 2x8 #2 SPF VERTICAL Z PRE-ENGINEERED 22 SIMPSON0d NAILS ALLY/ z - 2x6" O CO2 12 ATAILS S@HEATOH NG PER BLOCK NG 24" ~ W W - i c ROOF TRU S SE ( ) ( @ @ O C i � Z o- o 8 FRAMING PLAN FOR CORNER CONDITIONS � WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS J Z) Q z 0 a- v ca SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF '+ (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF z � U I z E SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & ; ; ROOF SHEATHING ��// Q LL � o 16 O.C. MAX.. O 2x8 w/ (2) 1Od NAILS @ ++ ¢ o CONNECTION TRUSS w/ 4 12d NAILS x x CONNECTION 2x BRG WALL, SEE INTO TRUS5 & 3 12d d. 0 1 � 1 W w N Q STAGGERED O EACH VERTICAL x x W N< TOENAILS INTO OTHER SEE WALL CLIP DETAIL r5 W U N PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN ra Z Z 0 SPACING. MIN 2 2x SEE FLOOR PLAN FOR TRUSS FOR MORE INFO J O LINTELS LINTELS �' O UNDER GIRDER TRUSS MORE BRG. WALL INFO U.N.O. LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN 2x8 #2 SPF VERTICAL W i @ 24" O.C. w/ EXT24" O.C. w/ EXT. r n 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT .a . @ SHEATHING PER SHEATHING PER • w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" W 2x BLOCKING NAILING SCHEDULE & NAILING SCHEDULE & 2 2x TOP PLATE TAPCONS @ 12 O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH (4) 12d NAILS EACH _ SIMPSON LSTA24 EACH O SPACED EVENLY SPACED EVENLY c.D ATTACH 2x TO �. STUD VERTICALLY VERTICALLY TRUSS MEMBER TRUSS MEMBER (n 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 O NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FORrT ATTACHMENT 6Y VERTICAL 'ATTACHMENT BY ` ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER E TI N DOUBLE BEARING fiF1STEP BEARING FRAME WALL S01 HEADER POCKET SLIDER w/ TRANSQMV SO2 HEADER POCKET SLIDER w/ TRANSOMS03 HEADER POCKET SLIDER SO4 HEADER POCKET SLIDERF1 S C O @@ @ @ @ 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR 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 @ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. Z O STRAP IS NOT REQUIRED. 16 O.C. MAX.; OUTLOOKER OR Crn TO GABLE END STUDS w CONV. FRAME OR Z 0 EXTERIOR WALL/TRUSS (2) 1/4" X 31/z" SIMPS. SD0 Z S SHEATHING VALLEY TRUSSES PER - EXT. BEAM PER PLAN PT POST PER PLAN „ O.C. CANTILEVER PLAN J SCREWS @ 16 Q W- F- LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT L NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) O 0 NAILS PER PLY EXT. BEAM PER PLAN 12 1/4" x 2 3/4" TAPCONS AT GABLE TRUSS O � O 12" O.C. 04 SEE PLAN EXT. SHEATHING; I— J HTS20 CLIP FROM POST TO BEAM SIMPSON H3 CLIP W W SHEATHING PER PLAN ATTACH PER NAILING W PLAN VIEW TOP OF POST 2x4 SYP #2 LEDGER. scHED. @ (4) 10d NAILS FOR (2) 16d NAILS TO EA. O Q PT POST PER PLAN TO STUDS OR BEAM w/ (2) 1/4" X EW SIMPS. 7 CONV. FRAMED COMMON TRUSS ABU POST BASE PER SDS SCREWS I 16„ MEMBERS ONLY �' ~ ��`' h PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS SIMPSON META16 @ STRUCTURAL ENG: BED NUT SET IN ADHESIVE w/ (2) 1/4" X 3%' SIMPS. I 32" O.C. GABLE TRUSS 4 0 MAX. .MAIN SPAN ROOF jo -- SDS SCREWS @ 16" TO MASONRY DRAFTING: FASCIA PER TRUSSSTRUCT: MRG ii O.C. MAX.; COMMUNITY SPECS TOP KNOCK OUT - SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR COURSE W/O 1 #5 UPLIFT CONNECTOR „ QC CHECK: CC PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 114° PRE-ENGINEERED CONT. L INFO x 2 3/4 TAPCONS @12 (SEE SCHEDULE) JOB No. TM -2150946 ROOF TRUSSES @ 24„ O.C. SIDE VIEW BASE OF POST O.C. MAX. MASONRY WALL PER ' . , ;, ...,,.,, � � SCALE: AS INDICATED @ SIMPSON H3 CLIP DESIGNED FOR DATE: 8-12-15 SHINGLE ONLY PLAN SAN, ORO CD01 CORNER COLUMN FRAMING (SDO1 TYPICAL SHED ROOF DETAIL (GE�OGABLE END AT VALLEY FRAMINGr77��,,-NOT USED 3/4"=1'-0” 1/2"=1'-0" 3/4"=1'-0° z U4 #15-2671 IIIT 71 ---TI— FIII II II I w U)= III I I I II I II I II II II Q>_ 0 IIII II II IIII - II II II a= co o0 r�LS_1LILL---- 11 11-- °U- N� -- -- FLOOR SYSTEM O V0 i,_, CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 01 BEYOND SEE PLAN SHEATHING DIAGRAM fiFf EXTERIOR SHEATHING SCHEDULE N.T.S. BLOCKING GYPSUM WALLBOARD X Z CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS �"� U c O JOINT, MAX. 1/8" GAP LEDGER TO LEDGER TRUSS PER PLAN o • 2x4 LEDGER W/ 2 16d Z 2x4 PT LEDGER W/ PER PLAN � NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS 16 O.C. O VII1I'I'lil'IihiiigiYV G�ti� V PLAN @ tiSti SCHEDULE O.C. `../ 09 U 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY c z 9V O.H. SIZE O.H. SIZE cn FLATWISE (2) 16d WALL OR TRUSS, SEE � � G NAILS EACH END PLAN (TRUSS SHOWN) o Q SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL a Q m NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF. NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1' TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF �." REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0"k 1-1/2"=1'-0" 1 OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, ,, 2x4 #2 SPF Z PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING@ 24" O.C. J 0 MORE INFO & MORE INFO & (0 0 DOUBLE TOP PLATE CONNECTION CONNECTION w/ (2) 16d END NAILS o LU J o SIMPSON SP4 OR $P2 2x BLOCKING W/ (2) (2) 2x TOP PLATE EACH END x x C 0 N ++xx 0 w z H r� n E W Lir � Z) @EACH STUD 12d NAILS @EACH END. 1w... — 2x12 BOX HDR w/ 2x8's U - - TOP & BOT. 2x8 TO 2x8 #2 SPF VERTICAL Z PRE-ENGINEERED 22 SIMPSON0d NAILS ALLY/ z - 2x6" O CO2 12 ATAILS S@HEATOH NG PER BLOCK NG 24" ~ W W - i c ROOF TRU S SE ( ) ( @ @ O C i � Z o- o 8 FRAMING PLAN FOR CORNER CONDITIONS � WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS J Z) Q z 0 a- v ca SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF '+ (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF z � U I z E SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & ; ; ROOF SHEATHING ��// Q LL � o 16 O.C. MAX.. O 2x8 w/ (2) 1Od NAILS @ ++ ¢ o CONNECTION TRUSS w/ 4 12d NAILS x x CONNECTION 2x BRG WALL, SEE INTO TRUS5 & 3 12d d. 0 1 � 1 W w N Q STAGGERED O EACH VERTICAL x x W N< TOENAILS INTO OTHER SEE WALL CLIP DETAIL r5 W U N PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN ra Z Z 0 SPACING. MIN 2 2x SEE FLOOR PLAN FOR TRUSS FOR MORE INFO J O LINTELS LINTELS �' O UNDER GIRDER TRUSS MORE BRG. WALL INFO U.N.O. LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN 2x8 #2 SPF VERTICAL W i @ 24" O.C. w/ EXT24" O.C. w/ EXT. r n 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT .a . @ SHEATHING PER SHEATHING PER • w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" W 2x BLOCKING NAILING SCHEDULE & NAILING SCHEDULE & 2 2x TOP PLATE TAPCONS @ 12 O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH (4) 12d NAILS EACH _ SIMPSON LSTA24 EACH O SPACED EVENLY SPACED EVENLY c.D ATTACH 2x TO �. STUD VERTICALLY VERTICALLY TRUSS MEMBER TRUSS MEMBER (n 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 O NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FORrT ATTACHMENT 6Y VERTICAL 'ATTACHMENT BY ` ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER E TI N DOUBLE BEARING fiF1STEP BEARING FRAME WALL S01 HEADER POCKET SLIDER w/ TRANSQMV SO2 HEADER POCKET SLIDER w/ TRANSOMS03 HEADER POCKET SLIDER SO4 HEADER POCKET SLIDERF1 S C O @@ @ @ @ 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR 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 @ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. Z O STRAP IS NOT REQUIRED. 16 O.C. MAX.; OUTLOOKER OR Crn TO GABLE END STUDS w CONV. FRAME OR Z 0 EXTERIOR WALL/TRUSS (2) 1/4" X 31/z" SIMPS. SD0 Z S SHEATHING VALLEY TRUSSES PER - EXT. BEAM PER PLAN PT POST PER PLAN „ O.C. CANTILEVER PLAN J SCREWS @ 16 Q W- F- LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT L NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) O 0 NAILS PER PLY EXT. BEAM PER PLAN 12 1/4" x 2 3/4" TAPCONS AT GABLE TRUSS O � O 12" O.C. 04 SEE PLAN EXT. SHEATHING; I— J HTS20 CLIP FROM POST TO BEAM SIMPSON H3 CLIP W W SHEATHING PER PLAN ATTACH PER NAILING W PLAN VIEW TOP OF POST 2x4 SYP #2 LEDGER. scHED. @ (4) 10d NAILS FOR (2) 16d NAILS TO EA. O Q PT POST PER PLAN TO STUDS OR BEAM w/ (2) 1/4" X EW SIMPS. 7 CONV. FRAMED COMMON TRUSS ABU POST BASE PER SDS SCREWS I 16„ MEMBERS ONLY �' ~ ��`' h PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS SIMPSON META16 @ STRUCTURAL ENG: BED NUT SET IN ADHESIVE w/ (2) 1/4" X 3%' SIMPS. I 32" O.C. GABLE TRUSS 4 0 MAX. .MAIN SPAN ROOF jo -- SDS SCREWS @ 16" TO MASONRY DRAFTING: FASCIA PER TRUSSSTRUCT: MRG ii O.C. MAX.; COMMUNITY SPECS TOP KNOCK OUT - SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR COURSE W/O 1 #5 UPLIFT CONNECTOR „ QC CHECK: CC PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 114° PRE-ENGINEERED CONT. L INFO x 2 3/4 TAPCONS @12 (SEE SCHEDULE) JOB No. TM -2150946 ROOF TRUSSES @ 24„ O.C. SIDE VIEW BASE OF POST O.C. MAX. MASONRY WALL PER ' . , ;, ...,,.,, � � SCALE: AS INDICATED @ SIMPSON H3 CLIP DESIGNED FOR DATE: 8-12-15 SHINGLE ONLY PLAN SAN, ORO CD01 CORNER COLUMN FRAMING (SDO1 TYPICAL SHED ROOF DETAIL (GE�OGABLE END AT VALLEY FRAMINGr77��,,-NOT USED 3/4"=1'-0” 1/2"=1'-0" 3/4"=1'-0° z U4 #15-2671