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328 Red Rose Ln 15-2515 (a)THORNBROOKE 50's COMMUNITY SPECIFIC 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 SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, LOT 16 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 LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. STANTON 2055 ELEVATION C EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.1 AND ASTM C 1063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. 5TH EDITION (2014) R103b.2 AND ASTM C 926. GARAGE LEFT STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 SF. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOORFRAMES 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 CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER 45 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW IN5TALLATION: I. WINDOWS 5HALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION STANDARD SPECIFICATIONS REDRAW 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 50LID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE MONDOOI W�, ALUMINUM OVER 2x6 5U5 FASCIA, j;:IIN(I;,OI ELECTRIC NEAT, 50 GAL. W.N., 200 AMP 5ERVIC.E NEI ()OX, 6-6 DOOR5 THROUGHOUT; PAINTED KNEF WAI.,.. a FLANGE, PAVER DRIVE AND LEAD WALK, P/, ✓i : IF Y RY AND ACRYLIC, AT LANAI. COVGENE RAL NOTES, I N D EX, S P ECI FICATIO N S (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE. 1 SLAB INTERFACE PLAN FLooI) ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A1 FLOOR PLAN NOTES A5PHALT 5HINGLE5 (IF APPLICABLE) 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5.2.6 AND R9052bJ. 2A2 FLOOR P LAN DIMENSIONS 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES 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 FRONT E LEV/"�TI O N UNpERLAYMENT COMPLYING WITH. ASTM p 226, TYPE OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM p 615115 REQUIRED IN ACCORDANCE WITH 3C1 — SECTION 89052.1. CHIMNEY HEIGHT REQUIREMENT5111;: APPLICABLE): 3C2- ELEVATIONS ROOF PLAN BUILDING SECTION JOB NUMBER 25002.22 y CAD FILE NAME LOT 16 TE ISSUED 07-07-15 REVISED 4 x ro w DAVIS BEWS DESIGN GROVP �W C T"io o DETAILS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. 0 J ed , c, N' IA - F' /` S H cli N G j", D ?;JCj LS L 6 IL 0 0 ro= :2 3-0 LA j o�CO > E �L roC', INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND t 0 T 6. �N 4-0 Z ° JOB NUMBER 25002.22 y CAD FILE NAME LOT 16 TE ISSUED 07-07-15 REVISED I�IiI6i8/1!®,,� .11, RR 0 4A�. ELECTRICAL PLAN WALL PANELS IN SHOWER AREAS. '"'. , �142 ��IItl111 I,INN.'�. TERMITE PROTECTION. 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, 0 AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) RECORD COPY HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 0 I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. V) 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT Z CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE rvoo CONTROL SIDE TO SERVICE AN APPLIANCE. REVIEWED FOR CODE COMPLIANCE: 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF Jw A MIN, 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 0 4. FOUNDATIONS AN SUPPORTS FO OUT 00 MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND cml� PLA S EXAMIyER q qR OUTDOOR E L E L SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DATE 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3. EXHAUST FANS AND VENTING: ANFORD BUILDING DIV*IQN, (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D16CHARGED TO THE OUTDOORS. AIR SHALL NOT BE A PERMIT ISSUED SHALL. BE CONSTRUED 10 BE A EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. LICENSE TO PROCEED WITH THE WORK AND 1``401 AS 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET A IS HA INTO AN ATTIC CRAWL ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL BE EXHAUSTED DIRECTLY TO THE OUTDOORS EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D G RGE R L CODES, NOR SHALL ISSUANCE OF A N'ERM1T PREVENT SPACE, OR OTHER AREAS INSIDE THE BUILDING. THE BUILDING OFFICIAL FROM THEREAFTER 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL REQUIRING A CORRECTION OF ERRORS IN PLANS, 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 CONSTRUCTION OR VIOLAnONS OF THIS CODE (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 PRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE COMPACTION ZEST EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 REQUIRED LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR Results to be Verified THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." at Slab Inspection 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. �wlw ATTENTION GENERAL CONTRACTOR / BUILDER: ®� G ISSUANCE OF PLANS FROM THIS DRAFTER'6 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, SANIFORD DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR OFpAR06 CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE • CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL. PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE IDRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD 2055 r RESPONSIBLE. • REV. 01-01-2015 • TI TLE • COVER SHEET GENERAL NOTES V. • SHEETcov • 4 I. WHEN STANgABD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3 -0 PAST THE NIGHER POINT WHERE IT EXTENDS DAVIS BEWS DESIGN GROVP �W 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.9 .1300 'TEL 813.925.1800 FAX W W W.DAVISBEWS.CUM TAMPA • DENVER :::: - EST. 1994 I�IiI6i8/1!®,,� .11, RR 0 4A�. ELECTRICAL PLAN WALL PANELS IN SHOWER AREAS. '"'. , �142 ��IItl111 I,INN.'�. TERMITE PROTECTION. 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, 0 AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) RECORD COPY HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 0 I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. V) 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT Z CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE rvoo CONTROL SIDE TO SERVICE AN APPLIANCE. REVIEWED FOR CODE COMPLIANCE: 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF Jw A MIN, 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 0 4. FOUNDATIONS AN SUPPORTS FO OUT 00 MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND cml� PLA S EXAMIyER q qR OUTDOOR E L E L SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DATE 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3. EXHAUST FANS AND VENTING: ANFORD BUILDING DIV*IQN, (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D16CHARGED TO THE OUTDOORS. AIR SHALL NOT BE A PERMIT ISSUED SHALL. BE CONSTRUED 10 BE A EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. LICENSE TO PROCEED WITH THE WORK AND 1``401 AS 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET A IS HA INTO AN ATTIC CRAWL ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL BE EXHAUSTED DIRECTLY TO THE OUTDOORS EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D G RGE R L CODES, NOR SHALL ISSUANCE OF A N'ERM1T PREVENT SPACE, OR OTHER AREAS INSIDE THE BUILDING. THE BUILDING OFFICIAL FROM THEREAFTER 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL REQUIRING A CORRECTION OF ERRORS IN PLANS, 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 CONSTRUCTION OR VIOLAnONS OF THIS CODE (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 PRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE COMPACTION ZEST EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 REQUIRED LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR Results to be Verified THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." at Slab Inspection 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. �wlw ATTENTION GENERAL CONTRACTOR / BUILDER: ®� G ISSUANCE OF PLANS FROM THIS DRAFTER'6 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, SANIFORD DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR OFpAR06 CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE • CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL. PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE IDRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD 2055 r RESPONSIBLE. • REV. 01-01-2015 • TI TLE • COVER SHEET GENERAL NOTES V. • SHEETcov • 4 I. WHEN STANgABD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3 -0 PAST THE NIGHER POINT WHERE IT EXTENDS Gtr �W 30 - FLASHING DETAILS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. s" C,•1 ed , c, TUB AND ER SHOW ARE AS: 4 3C1. - F' /` S H T N G j", D ETAI LS 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1268, CI325, OR CII18 AND LA j INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND I�IiI6i8/1!®,,� .11, RR 0 4A�. ELECTRICAL PLAN WALL PANELS IN SHOWER AREAS. '"'. , �142 ��IItl111 I,INN.'�. TERMITE PROTECTION. 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, 0 AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) RECORD COPY HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 0 I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. V) 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT Z CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE rvoo CONTROL SIDE TO SERVICE AN APPLIANCE. REVIEWED FOR CODE COMPLIANCE: 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF Jw A MIN, 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 0 4. FOUNDATIONS AN SUPPORTS FO OUT 00 MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND cml� PLA S EXAMIyER q qR OUTDOOR E L E L SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DATE 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3. EXHAUST FANS AND VENTING: ANFORD BUILDING DIV*IQN, (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D16CHARGED TO THE OUTDOORS. AIR SHALL NOT BE A PERMIT ISSUED SHALL. BE CONSTRUED 10 BE A EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. LICENSE TO PROCEED WITH THE WORK AND 1``401 AS 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET A IS HA INTO AN ATTIC CRAWL ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL BE EXHAUSTED DIRECTLY TO THE OUTDOORS EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D G RGE R L CODES, NOR SHALL ISSUANCE OF A N'ERM1T PREVENT SPACE, OR OTHER AREAS INSIDE THE BUILDING. THE BUILDING OFFICIAL FROM THEREAFTER 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL REQUIRING A CORRECTION OF ERRORS IN PLANS, 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 CONSTRUCTION OR VIOLAnONS OF THIS CODE (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 PRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE COMPACTION ZEST EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 REQUIRED LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR Results to be Verified THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." at Slab Inspection 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. �wlw ATTENTION GENERAL CONTRACTOR / BUILDER: ®� G ISSUANCE OF PLANS FROM THIS DRAFTER'6 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, SANIFORD DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR OFpAR06 CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE • CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL. PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE IDRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD 2055 r RESPONSIBLE. • REV. 01-01-2015 • TI TLE • COVER SHEET GENERAL NOTES V. • SHEETcov • 4 Gtr �W L ss� C= s" C,•1 ed , c, �r 40'-0" 22'-0" A/C PAD 20-8.. 11-411 (VERIFY LOCATION)77 tNB. PAVER DRIVE / LEADWALK 11'-4.. 2'-4" 16'-0" 21-411 40'-(0" SLAB_ I x ro w 02) DAVIS BEWS DESIGN GROW C J tO 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA . IDENVER G.C. VERIFY ACRYLIC ON LANAI "' N n IA vI 00) .2. r- �. o•;JM LL w U. • 0 ca= r. 0 °�-0 3�E F�� a a' * Z ='T C 1 3/4" P.V.C. ELEVATION CONDENSATION O 0'4" a, DRAIN BY PLUMBER 3'-0" 12'-2" 4'-4" 11/2" RECE55 FOR POCKET SLIDER CQ N e N ELEVATION AT 0'-0" (A55UMED) OL II IIIA II —�N-71 II 11 x I i IL -�j ► I N 5'-2" 2' 3" 3' IO" 8'-5" 20'-4" 8" 3'-8" 10" 4' 8" 1'-4" e �--7�7 - ( LAV.) ( LAY.) i, �� 0 / D.W. ELEVATION HEAD J (-)0-4 - - ------ r a EWER I PROVIDE WATER LINE FOR ICE MAKER yIIS nr _' - -I 111 � I N 111 Ili �1 UL--ju I� 264" e T N 0 � a' AA 20'-5" L- ._..1 F— s I � IINI �I 1 ELEVATION e (-) 0'-4" Z 18" H. W.N. STAND FOR W.N. ABV. a _� 5EE STRUCT. LINE OF 3" STEEL M PIPE FOR CONCRETE 3'-0" BOLLARD ABY. e ELEVATION (+) 0'-0" PAVERS ELEVATION (-) 0'-4" 8" 19'-4" 8" - I'-0" DIA. 6' PERMACAST 1/2 NB. @ COL. ASV. (TYP.) ELEVATION ELEVATION ELEVATION ) e (004" (-) 0'-6" (004" N PAVER DRIVE / LEADWALK 11'-4.. 2'-4" 16'-0" 21-411 40'-(0" SLAB_ I JOB JOB NUMBER 25002.22' CAD FILE NAME LOT 16 TE ISSUED 07-07-15 REVISED x ro w 02) DAVIS BEWS DESIGN GROW C J tO 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA . IDENVER EST. 1994 � OJ N n IA vI 00) .2. r- �. o•;JM w U. • 0 ca= r. 0 °�-0 3�E F�� * Z ='T C 1 oN Z'I JOB JOB NUMBER 25002.22' CAD FILE NAME LOT 16 TE ISSUED 07-07-15 REVISED •i®•.®/� p U"b cqr �.UJ 91 a gel z ®® �� D r W V z t* -0 0 F� >= 0 —< 12055 . . 1 TI TLE • "` 5 1 ' SLAB INTERFACE PLAN nSANFOR,r) — oil RT�v1�C� .�..� NTERFACE PLAN SCALE: 1/4" = I'-0" GARAGE LEFT • SHEET • 02) DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA . IDENVER EST. 1994 � •i®•.®/� p U"b cqr �.UJ 91 a gel z ®® �� D r W V z t* -0 0 F� >= 0 —< 12055 . . 1 TI TLE • "` 5 1 ' SLAB INTERFACE PLAN nSANFOR,r) — oil RT�v1�C� .�..� NTERFACE PLAN SCALE: 1/4" = I'-0" GARAGE LEFT • SHEET • NICHE NICHE O4" (I4.. 0 n; (CHE DETAIL ANISCALE: 1/4" - I' -O" x m w 3'4"64" a T.O.M. A.C. PAD C 0 N o g _4 (VERIFY 3- 25 5H. T.O.M. O h rn LOCATION) Hp, AT 8'-0" g' 4.. ''AA c o N N N.B. * EGRESS AFF. Y+ 2 N M L. >�M _._--------------..____— — — — — — — — L ` o Co LL • GC. VERIFY ACRYLIC 1 O 0 � 'o 0 9'-4" FLAT CLG. ON LANAI LANAI BOTTOM OF LINTEL AT 8'-O" AFF, 1 Eo ro C o 10'-0" FLAT CLG. — 22 -0 x8 -0 _ Orn C%i 9'-4" PLT. HT.I o in MASTER SUITE I 1 * Z � 2 16'-8"x12'-10" 10'-0" TRAY CLG. T.O.M. I • (� I • JOB NUMBER 25002.22 CAD FILE NAME LOT 16 TE FLUSH FRAME— — —12-1X8=0 TEMP PKT.MI -"— — — — ISSUED 07-07-15 o `r } I TO FURRING (` REVISED L— — I I ARGN FROM §Z I ,� 8'-6" TO 9'-0" 2 -6x6 -s I FAILYROOM °- 19'-0"x13'-4" u I VAULTED CLG. CLG, 12'-O 2.96:12zp A/H GLG. SLOPE • 2.96:12 1.6X6 8 I VAULT � o �o _2 _R/5 � Q c n 1 KNEE WALL M. BATH 9'-4" FLAT CLG. VINYL CPT. CLG. I J, a cx 42" H. TILE TEMP. GL. 6a I COUNTERTOP / Z SHOWER LEANOY.L. — _3._6. x-22 / \/ EI 11 o DAVISB VsACCSS DESIGN O NEAP O TREET _ FURR OUT � 41 oo SMAR,FTE LORIDA 3*�n n� KITCHEN o WALL FOR 1 \ VAULTED CLG. 813. 925. 1300 TEL TUB/ 1 SHOWER 5 -O TUB I � 813. 925 .1800 FAX VENT HOOP I o www.nnV1SBEWS.00M TO EXTERIOR I T fM I4 NVER BEDROOM 2o BATH 2 I` I _ � 11'-0"x10'-2" w � 4" ARCH- - I I �Q I(IIIII1I 0II q �•i p` «car ««.[%«3« •® 9'-4" FLAT CLG. FROM 86 •« TO 9'-0" _ / 16 N6L • 12-0" CLG. «••`Q ®tedar ci 7t y� c411 -. l 121CPT.(VINYL BRKFST. 2.86:12 �o®®'®��rr Q ARCH I I I I2, 12 10'-10"x8'-8„ vAULT N= FROM 81-6.. 2 6x6 8 TO V-011 1 I SLOPE VAULTED CLG. ^AA ,a oro n I I I I ARCH FROM 3C2 .� ' 1 �, BEDROOM 3 6x6 a a BFp cL B -6 r0 9411 �6LU 11'-0'x10'-0 a o 9'-4" FLAT CLG. "' SSH. ro } ----- z « ------ w I d� 1� IARCH- a o o - ARGN FROM 61-61, UTI L. _ Io�_IJ FROM V-6" To 9'-0" 9'=4" r 1 TO V-0" �- -- —I ow CLCD. co leo 2 0 L — J DRYER VENT GAL. INSULATE 12'-0" 9'-4 WALLS o e cLG. cLG. DINING Lu ro u 12'-0"x11'-6', a' 0 " ' 10-0TRAY CLG. a a 18" H. W.N. STAN p �� s'. IO' -O" FLAT CLG. FOR W.N. LINE OF 3 STEEL Q ro I_ — — 0 — PIPE FOR CONCRETE 9'-4" FLAT CLG. BOLLARD NOTE: r F — — _- 'I ALL INTERIOR _ ANGLED WALLS° _ I L — — _ ARE AT 45IU.N.o.) Lu 54"x22' `ti o ATTIC ACCESS z ' DEN o a 12'-0"x11'-6" GARAGE +� �, LL FLUSH FRAME 1'-4" FLAT CLG. "' " 19' -4"x22' -o" TO FURRING0 8'-0" PLT. HT. PAVERS ENTRY o � a .LINE OF GARAGE p00R IN OPEN POSITIONOM IL(a/NC 12'.0" �LL 12'-0" � °' s' �iNPC?Riy >= ~ d� 1 CLG. c°Ar2Ttv��`� # 15 2 5 1 5 J U I I 3 1/2 35 5H, HIE). AT 6'-8" • O16 Oxl O O.H. GARAGE DOOR j ARCHED HDR I'-0" DIA. T.O.M. (SEE ELEVATION) PERMACA5T 9'4 11 1/2 COL. APR REFER TO SHEET PAVER DRIVE / LEADWALK (TYP.) 25 FOR FLOOR PLAN W/ DIMENSIONS G.C. VERIFY TEMP. GLA55 INSERT FOR FRONT DOOR. HATCHING LEGEND INSULATE WALL FLOOR PLAN NOTES SCALE: 1/4" = I'-0" GARAGE LEFT 2055 • TITLE • FLOOR PLAN NOTES DETAILS • SHEET • TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS os�a 2011 2111 3T 5311 WINDOW CALL -OUTS 26" 12 5H 1/2 32 5H 22 5H 32 5H W _ 39" 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H, 35 5H �--r z 72" S 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER F— MANUFACTURER AND 5PECIFICATION5. O Z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLF HUNG -51-1, CA5EMENT- C5M,T, OR FIXED GLA55- F -G:) x m w 3'4"64" a T.O.M. A.C. PAD C 0 N o g _4 (VERIFY 3- 25 5H. T.O.M. O h rn LOCATION) Hp, AT 8'-0" g' 4.. ''AA c o N N N.B. * EGRESS AFF. Y+ 2 N M L. >�M _._--------------..____— — — — — — — — L ` o Co LL • GC. VERIFY ACRYLIC 1 O 0 � 'o 0 9'-4" FLAT CLG. ON LANAI LANAI BOTTOM OF LINTEL AT 8'-O" AFF, 1 Eo ro C o 10'-0" FLAT CLG. — 22 -0 x8 -0 _ Orn C%i 9'-4" PLT. HT.I o in MASTER SUITE I 1 * Z � 2 16'-8"x12'-10" 10'-0" TRAY CLG. T.O.M. I • (� I • JOB NUMBER 25002.22 CAD FILE NAME LOT 16 TE FLUSH FRAME— — —12-1X8=0 TEMP PKT.MI -"— — — — ISSUED 07-07-15 o `r } I TO FURRING (` REVISED L— — I I ARGN FROM §Z I ,� 8'-6" TO 9'-0" 2 -6x6 -s I FAILYROOM °- 19'-0"x13'-4" u I VAULTED CLG. CLG, 12'-O 2.96:12zp A/H GLG. SLOPE • 2.96:12 1.6X6 8 I VAULT � o �o _2 _R/5 � Q c n 1 KNEE WALL M. BATH 9'-4" FLAT CLG. VINYL CPT. CLG. I J, a cx 42" H. TILE TEMP. GL. 6a I COUNTERTOP / Z SHOWER LEANOY.L. — _3._6. x-22 / \/ EI 11 o DAVISB VsACCSS DESIGN O NEAP O TREET _ FURR OUT � 41 oo SMAR,FTE LORIDA 3*�n n� KITCHEN o WALL FOR 1 \ VAULTED CLG. 813. 925. 1300 TEL TUB/ 1 SHOWER 5 -O TUB I � 813. 925 .1800 FAX VENT HOOP I o www.nnV1SBEWS.00M TO EXTERIOR I T fM I4 NVER BEDROOM 2o BATH 2 I` I _ � 11'-0"x10'-2" w � 4" ARCH- - I I �Q I(IIIII1I 0II q �•i p` «car ««.[%«3« •® 9'-4" FLAT CLG. FROM 86 •« TO 9'-0" _ / 16 N6L • 12-0" CLG. «••`Q ®tedar ci 7t y� c411 -. l 121CPT.(VINYL BRKFST. 2.86:12 �o®®'®��rr Q ARCH I I I I2, 12 10'-10"x8'-8„ vAULT N= FROM 81-6.. 2 6x6 8 TO V-011 1 I SLOPE VAULTED CLG. ^AA ,a oro n I I I I ARCH FROM 3C2 .� ' 1 �, BEDROOM 3 6x6 a a BFp cL B -6 r0 9411 �6LU 11'-0'x10'-0 a o 9'-4" FLAT CLG. "' SSH. ro } ----- z « ------ w I d� 1� IARCH- a o o - ARGN FROM 61-61, UTI L. _ Io�_IJ FROM V-6" To 9'-0" 9'=4" r 1 TO V-0" �- -- —I ow CLCD. co leo 2 0 L — J DRYER VENT GAL. INSULATE 12'-0" 9'-4 WALLS o e cLG. cLG. DINING Lu ro u 12'-0"x11'-6', a' 0 " ' 10-0TRAY CLG. a a 18" H. W.N. STAN p �� s'. IO' -O" FLAT CLG. FOR W.N. LINE OF 3 STEEL Q ro I_ — — 0 — PIPE FOR CONCRETE 9'-4" FLAT CLG. BOLLARD NOTE: r F — — _- 'I ALL INTERIOR _ ANGLED WALLS° _ I L — — _ ARE AT 45IU.N.o.) Lu 54"x22' `ti o ATTIC ACCESS z ' DEN o a 12'-0"x11'-6" GARAGE +� �, LL FLUSH FRAME 1'-4" FLAT CLG. "' " 19' -4"x22' -o" TO FURRING0 8'-0" PLT. HT. PAVERS ENTRY o � a .LINE OF GARAGE p00R IN OPEN POSITIONOM IL(a/NC 12'.0" �LL 12'-0" � °' s' �iNPC?Riy >= ~ d� 1 CLG. c°Ar2Ttv��`� # 15 2 5 1 5 J U I I 3 1/2 35 5H, HIE). AT 6'-8" • O16 Oxl O O.H. GARAGE DOOR j ARCHED HDR I'-0" DIA. T.O.M. (SEE ELEVATION) PERMACA5T 9'4 11 1/2 COL. APR REFER TO SHEET PAVER DRIVE / LEADWALK (TYP.) 25 FOR FLOOR PLAN W/ DIMENSIONS G.C. VERIFY TEMP. GLA55 INSERT FOR FRONT DOOR. HATCHING LEGEND INSULATE WALL FLOOR PLAN NOTES SCALE: 1/4" = I'-0" GARAGE LEFT 2055 • TITLE • FLOOR PLAN NOTES DETAILS • SHEET • ll C r • JOB NUMBER 25002.22 CAD FILE NAME LOT 16 TE ISSUED 07-07-15 REWSED DAVIS BEWS DESIGN GROVP wr� KITCHEN O 150 STATE SrR= EAST 1 OMSMAR, FLORIDA 34677 81.3.925.1300 TEL 813.925.1800 FAX WW 2'16° W.DAVLSBEWS.COM T ENVER _ I �e nr �� III I I � ••,•.•�.•a®. �o',d •® ,. yo -rk .III I Id • LL w a r • 2'-8"to w •• j ��1ddd►''''' da a ® •w co ,••• , meq`'' z ps .11.6111 ( BRKFST. 1'-6" I '-0" I 11'-6" /" 41-111 3'-1" 6'-4" �. 2'-011 �- Z DINING0 nel N YJ ON N DEN 1 %fto 'IJ 8" 8" • 2055 )OILDING III All 13'-4" SANFORD Q�'Q1RTM�� 2 5 ` FLOOR PLAN DIMENSIONS- 5CALE:GARAGE x ro w Utoo 0to N' 0) rn �N�M me To , " N CO >'S'JCO '1 LL • d 0 0 roe Z ~O -i C o�o :1 � _ . N 0 l) m ti 6.M cc� 41 ZrG,1 • • JOB NUMBER 25002.22 CAD FILE NAME LOT 16 TE ISSUED 07-07-15 REWSED DAVIS BEWS DESIGN GROVP wr� KITCHEN O 150 STATE SrR= EAST 1 OMSMAR, FLORIDA 34677 81.3.925.1300 TEL 813.925.1800 FAX WW 2'16° W.DAVLSBEWS.COM T ENVER _ I �e nr �� III I I � ••,•.•�.•a®. �o',d •® ,. yo -rk .III I Id • LL w a r • 2'-8"to w •• j ��1ddd►''''' da a ® •w co ,••• , meq`'' z ps .11.6111 ( BRKFST. 1'-6" I '-0" I 11'-6" /" 41-111 3'-1" 6'-4" �. 2'-011 �- Z DINING0 nel N YJ ON N DEN 1 %fto 'IJ 8" 8" • 2055 )OILDING III All 13'-4" SANFORD Q�'Q1RTM�� 2 5 ` FLOOR PLAN DIMENSIONS- 5CALE:GARAGE z7 71 x N U ro to 1'-0" 5Q. ALIGN TOP OF SCORED BANDING BANDING W. BOTT O AT 45° ANGLE (TYP.) OF WINDOW w G.C. VERIFY TEMP W w FRONT DOOR. ? w O �� n 0 �J'ao 7 3/4" THICK REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES LE55 THAN x':12 TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE _ v T.O.M. BEYOND SCALE: 3" = I'-0" _ = TOM. - 5" SEGMENTED COPED BANDING (TYP.) c+o FEDWELLING AR OPENING NEIIGN78 TEXTURED - -_ ITS, WHERE THE OPENING OF AN OPERABLE FINISH TED MORE THAN 12 INCHES ABOVE THE E OR SURFACE BELOt1�, THE LOWEST PARTFINISH FLDOR LINE ...,r. 4" 10" 1=2 3.. 21/2"4- 3I/2" 11/2' 1 8" FRONT VIEW SIDE VIEW 8" SEGMENTED DECORATIVE CROWN DECORATIVE STUCCO COPED BANDING DETAIL MOLDING DETAIL BRACKET DETAIL SCALE: 1/2" = I'-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" - I'-011 SHINGLE 12 SHINGLE DECORATIVE ROOF 6I% ROOF BI'-0" CROWN P-411 P-411 12 RACKET MOULDING (SEE DETAIL) (SEEDETAIL) 6�? � _ F.G. 12 w - - Q 6 `� 12 Lw" 6 STUCCO 12 PLT. HT. "- T.O.M. BEYOND a h - FIN15"-" - ENTRY F.G. DETAIL SHINGLE SADDLE 8" SEGMENTED SHINGLE ROOF 3 9" 21 -011 COPED BANDING ROOF SCALE: 1/2" -. I'-0" G.C. VERIFY ALUM, OVER N (TYP.) 2x6 51.115-FA50A cO F.G. 3" BANDING T.O.M. (TYPICAL) DECORATIVE APPLIQUE BY -1IT BUILDER I TEXTURED e FINISH 8" SEGMENTED COPED BANDING (TYP.) FINISH FLOOR LINE GRADE LINE (ASSUMED) x N U ro to 1'-0" 5Q. ALIGN TOP OF SCORED BANDING BANDING W. BOTT N' AT 45° ANGLE (TYP.) OF WINDOW FRONT ELEVATION G.C. VERIFY TEMP GLA55 INSERT FOR SCALE: 1/4" - P-0" FRONT DOOR. TEXTURED e FINISH 8" SEGMENTED COPED BANDING (TYP.) FINISH FLOOR LINE GRADE LINE (ASSUMED) • JOB NUMBER 25002.22% CAD FILE NAME LOT 16 TB ISSUED 07-07-15 REVISED t DAVIS BEWS DESIGN GIROVP 150 STATE STREET EAST OU39AA& FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. see . . • ♦'„ Vii, z W z oC 2055 SANFORD 2 5 ELEVATION "C" GARAGE LEFT • TITLE • FRONT ELEVATION DETAILS • SHEET3ci • x N U ro to 0 J �, N' Nn 2 N f9 DELL Lm O �� n 0 �J'ao 0 �v CO LL � rn 3�E N t y W N L. O z • JOB NUMBER 25002.22% CAD FILE NAME LOT 16 TB ISSUED 07-07-15 REVISED t DAVIS BEWS DESIGN GIROVP 150 STATE STREET EAST OU39AA& FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. see . . • ♦'„ Vii, z W z oC 2055 SANFORD 2 5 ELEVATION "C" GARAGE LEFT • TITLE • FRONT ELEVATION DETAILS • SHEET3ci • REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF KNEE I i r- i PITCHES LESS THAN 4:12 WALL i l ❑ , , II Lu G I w � I JP f l I II I i II II I KNEE II SADDLE i i uIALL ,I I j II ------------ -------------------------- 1i 0n TYP. OVERHANG AT HIP (UN.O.) ROOF PLAN SCALE: 1/8" = 1'-011 11/2" THICK SAND FINISH KEYSTONE (IIF APPLICABLE) RAISED SAND FIN15H Z TEXTURED BANDING CLEAR OPENING HEIGHTS THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" 40'-0" (VERIFY 9 TRUSS MANUF.) 12 12 SEC❑ION AA. 12 ❑ 6 12 12 —SHINGLE 2'-8" ❑ 6 I'-0" /S 6� HINGLE ROOF--- (rYP.) ROOF STUCCO 12 FIN15H -.-SHINGLE T.O.M. - T.O.M. ROOF - ❑ 6 TEXTURED TEXTURED tTYP. e 6' FINISH 7 FINISH RETURN `A TEMP. AT SIDES FINISH FLOOR LINE_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FIN15H FLOOR LINE GRADE LINE (ASSUMED) Zp ------------------------------------------ - � I , , I x I I U ro TEXTURED I I I --------------------------� 0 J I� � n - - - - - I oN ON�M ROOF VENT L REQUIREMENTS FIN15H FLOOR LINE HATCHING INDICATES G.C. VERIFY THAT 656.915Q. IN. 00 ro�T� RECE55 IN TRU55E5 FOR i - T FIN15H FLOOR LINE FINISH FLOOR LINE OF VENTILATION THROUGH UPPER TRAY CLG. BELOW (TYR) I i I lL�roO� 2/3 OF ROOF 15 REQUIRED. o --.- i VERIFY QUANTIY OF ROOF VENTS �+ 0 2 0 REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA � I PER VENT 0 AI i I AA I . . I I REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF KNEE I i r- i PITCHES LESS THAN 4:12 WALL i l ❑ , , II Lu G I w � I JP f l I II I i II II I KNEE II SADDLE i i uIALL ,I I j II ------------ -------------------------- 1i 0n TYP. OVERHANG AT HIP (UN.O.) ROOF PLAN SCALE: 1/8" = 1'-011 11/2" THICK SAND FINISH KEYSTONE (IIF APPLICABLE) RAISED SAND FIN15H Z TEXTURED BANDING CLEAR OPENING HEIGHTS THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" 40'-0" (VERIFY 9 TRUSS MANUF.) 12 12 SEC❑ION AA. 12 ❑ 6 12 12 —SHINGLE 2'-8" ❑ 6 I'-0" /S 6� HINGLE ROOF--- (rYP.) ROOF STUCCO 12 FIN15H -.-SHINGLE T.O.M. - T.O.M. ROOF - ❑ 6 TEXTURED TEXTURED tTYP. e 6' FINISH 7 FINISH RETURN `A TEMP. AT SIDES FINISH FLOOR LINE_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FIN15H FLOOR LINE GRADE LINE (ASSUMED) Zp JOB NUMBER 25002.22'/ CAD FILE NAME LOT 16 TB ISSUED 07-07-15 REVISED DAVIS BEWS DESIGN GROW 150 STATE STREET FAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX LEFT ELEVATION A - 46 �e �• SCALE: 1/8" = I'-0"+ mire CY w CS ••mss, N �i °rh co �•• �J �� $4 12.❑6 12 ❑ 6 4INGLE 'ip ROOF T.O.M. / T. M. r.o.M. x U ro TEXTURED 0 J I� � n ,Ad Y, oN ON�M L ? tJM FIN15H FLOOR LINE L Lm6NIL 00 ro�T� - T FIN15H FLOOR LINE FINISH FLOOR LINE 0 c0 3�Ei lL�roO� o �+ 0 2 0 JOB NUMBER 25002.22'/ CAD FILE NAME LOT 16 TB ISSUED 07-07-15 REVISED DAVIS BEWS DESIGN GROW 150 STATE STREET FAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX LEFT ELEVATION A - 46 �e �• SCALE: 1/8" = I'-0"+ mire CY w CS ••mss, N �i °rh co �•• �J �� $4 12.❑6 12 ❑ 6 4INGLE 'ip ROOF T.O.M. / T. M. r.o.M. GRADE LINE I REAR ELEVATION lASSUMEDDC SCALE: I/8" = I'-0"0 0 o 12 12 6� 6� 12 1' 0" ITYPJ r-SHING2LE , ❑ 6 >= ROOF --�- � SHINGLE 6 /` 12 ROOF 7 0 12 T.O.M. T.O.M. 2 0 _ G TEXTURED a a FINISH �, • FINISH FLOOR LINE FINISH FLOOR LINE 2055 ------ ------ ------ --------- GRADE LINE _ (ASSUMED) TITLE _ • RIGHT ELEVATION SIDES ELEVATIONS ROOF PLAN SCALE: 1/8" - I'-0" SANFopD BUILDING SECTION DETAILS • SHEET • ELEVATION 11cif GARAGE LEFT • TEXTURED FINISH FIN15H FLOOR LINE TEMP. - T FIN15H FLOOR LINE FINISH FLOOR LINE GRADE LINE I REAR ELEVATION lASSUMEDDC SCALE: I/8" = I'-0"0 0 o 12 12 6� 6� 12 1' 0" ITYPJ r-SHING2LE , ❑ 6 >= ROOF --�- � SHINGLE 6 /` 12 ROOF 7 0 12 T.O.M. T.O.M. 2 0 _ G TEXTURED a a FINISH �, • FINISH FLOOR LINE FINISH FLOOR LINE 2055 ------ ------ ------ --------- GRADE LINE _ (ASSUMED) TITLE _ • RIGHT ELEVATION SIDES ELEVATIONS ROOF PLAN SCALE: 1/8" - I'-0" SANFopD BUILDING SECTION DETAILS • SHEET • ELEVATION 11cif GARAGE LEFT • 50# FELT OVER METAL FLASHING SHINGLE ROOF PER 18"x18" METAL CONTRACT FLASHING WALL PER PLAN TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. PLAN VIEW WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 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 LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300, 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. SANFORD 7. AT BUILT-IN GUTTERS. P FLASHING DETAILS N16. GARAGE LEFT 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT tt TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER kUEK 1. FLASHINU I U kat f LL:AWLt StLF-AUHt51Vt I YFL (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL � L WINDOW & SLIDING GLASS 3. MECHANICALLY FASTEN AS NECESSARY DOOR Z FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S._ OPTION - A FS6BwAA�RRIERl&�TEMPORARILY LD UPWEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE ��j/ SILL PLATE FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 - - ASSEMBLED WIbW ) TIE-IN WITH WEATHER RESISTIVE BARRIER: x N w 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING FLASHING TO FORM WATER SHEDDING LAPS 3 TAB 25 YR SHINGLE ON 15# 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO FELT OVER ROOF SHEATHING ALLOW FOR FLASHING INSTALLATION SPECIFIED ON NAILING M00 O c4 SCHEDULE ROOF OVER -r 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF ` TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING ` 0wLL ' AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE HURRICANE STRAP PER 00 d J T O ROOF FRAMING PLAN EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER kUEK 1. FLASHINU I U kat f LL:AWLt StLF-AUHt51Vt I YFL (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL � L WINDOW & SLIDING GLASS 3. MECHANICALLY FASTEN AS NECESSARY DOOR Z FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S._ OPTION - A FS6BwAA�RRIERl&�TEMPORARILY LD UPWEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE ��j/ SILL PLATE FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 - - 2 1 LASHING 2 i FLASHING DO NOT FLASH OVER BOTTOM WALL SHEATHING NAILING FLANGE HEAD FLASHING TIE-IN NOTES: INSTRUCTIONS: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL. PLATE ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 3, INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL N.T.S. N.T.S. ASSEMBLED WIbW ) x N w FLASHING LO rtoo 2 1 LASHING 2 i FLASHING DO NOT FLASH OVER BOTTOM WALL SHEATHING NAILING FLANGE HEAD FLASHING TIE-IN NOTES: INSTRUCTIONS: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL. PLATE ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 3, INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL N.T.S. N.T.S. JOB NUMBER 25002,22 CAD FILE NAME LOT 16 TB ISSUED 07-07-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMIAR, FLORIDA 34677 813.925.1300 TEL 813 .925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. •.•• '® C CEO P0 RS `® ®®• 0 0 /T (1) z OC -0 2055 • TITLE • FLASHING DETAILS • SHEET 41 3C3 x N w CU LO rtoo 0 N M00 O c4 -r N. ,7 ` >_Jm ` 0wLL ' 00 d J T O ogc0 LL s �rn r 0m o ��t[fti Z'r�� JOB NUMBER 25002,22 CAD FILE NAME LOT 16 TB ISSUED 07-07-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMIAR, FLORIDA 34677 813.925.1300 TEL 813 .925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. •.•• '® C CEO P0 RS `® ®®• 0 0 /T (1) z OC -0 2055 • TITLE • FLASHING DETAILS • SHEET 41 3C3 BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED \ " - NAILING FLANGE FLASHING DO NOT FLASH OVER i SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING 1N ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER gg .WALL SHEATHING ASPHALT SEALANT: r �g�� /�\ TEXTURED, PAINTED EXTEND MIN. OF 6" //r i OUTSIDE OF FLASHING ` " --. - GALV. MTL EXTER. WALL FINISH CRICKET AS ASPHALT BASED 'L' FLASHING SPECIFIED ROOF CRICKET: 6" X 18" H GALV. SEALANT APPLIED N MIN: 3:12 SLOPE , BY PLANFLASHING CONT.. BEHIND FLASHING z (REQUIRED AT ;.,.,, ;> ,:':;,;;:.,, ., ROOF SHINGLES ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A f LOCATIONS) AT ENTRY MINIMUM OF 6" ABOVE 6" . _ z - Mi ROOF Z Ns, Lu VERTICAL RISE OF ` :.:;:.:: SHINGLES >O \ 1-- .;::' :;:,'',e.::• 1:,;.:: FLASHING AT KNEEWALL LL 6" X 18" H GALV. .- . rf DIVERTER FLASHING CONT. N SEALANT FLASHING DRIP EDGE --- "�~ \ NOTE: THIS DETAIL IS REQUIRED FLASHINGDETAILS AT ALL VERTICAL WALL INTERSECTIONS FASCIA -- -� WITH ROOF VALLEYS & ROOF�CRICKETS. 6" HORIZ. FLASHIN \ �'---- ROOFING FELT FIGURE 1� FLASHING INSTALLATI❑N FLASHING INSTALLATI❑N WHERE ROOF MEETS VERTICAL WALL TEXTURED, PAINTED .._\ EXTERIOR WALL FINISH �t HOLD EXTERIOR FINISH 2" ABOVE ROOF R\ooE FLASHING � e R 4 q1 q s CAULKING sr oss oti K gt Roof O " X00 gygiy M�N \ �NoLINE O*P o� CERTAANTEED WWTERGUARD LLEY BY CENTERING 6" WIDE RFggOtiTQ� 'S�NoovR�e a �RS� poo�RSe as \ a M�T0�oR�Peo ;':... WATERPROOFING SHINGLE a�N sR 2N000v 15�00� UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. RAKE METAL DRIP EDGE 5' EAVES F 1 j 1 R F 2: WALL FINISH7' FIRST STARTER SHINGLE DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2" WIDE STRIP OF ASPHALT EXTEND THE SHINGLES OVER VALLEY CENTERLINE RAGING CEMENT. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS EXTEND MIN. 6" ABOVE CUT 2" DIAGONALLY OFF COURSE USED. FLASHING - UPPER CORNER OF 6 TO 12" TRIMMED SHINGLE I PER PLAN - SPEC'S. 6" HIGH CUT SHINGLES 2" BACK FROM DIVERTER 6°�`VALLEY CENTERLINE ROOFING SYSTEM IS CERTAINTEED LANDMARK TL FLASHING OR AR ASPHALT SHINGLES MANUFACTURED BY GALV.'L' FLASHING REMOVE TYPICAL. CERTAINTEED CORPORATION. \ ----ROOFING FELT j DRIP EDGE 1 FIGURE 4: VALLEY DETAIL FASCIA W I WEATHER RESISTIVE I_ WINDOW UNIT C U too BARRIER l■ 0 J N0) N� 8 DOOR ROUGH OPENING .2 >>JM L ` a��'• 0 0 0 �T1� J V 0 OLEO ��rn 3�E�E SLOPE , r 0++m La) lin Zr� 0.3 in :12.0 in WOOD FRAME CONSTR. (0.6 cm 30.5 cm) SELF -ADHERED FLASHING 3/ 'A" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR ' CEMT, FIN. SELF -ADHERED FLASHING BUILDING PAPER SEAL TOPS OF JOISTS w AH UNDER DECKING ": SUBFLOOR (SEE DETAIL WP07) RIM JOIST I-A — SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING - —�� 3/4'A" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WWI D 1V REFER TO TECHNICAL— / OR EQUAL WEATHER PROOF CAULKING (SEE DE ) LETTER ON CHEMICALSCORED COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING -, SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE \ / ° EXTEND A MINIMUM 6" VERTICALLY FROM ADHESSVE AS SHOWN) E PAPER TO POSE BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED \ " - NAILING FLANGE FLASHING DO NOT FLASH OVER i SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING 1N ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER gg .WALL SHEATHING ASPHALT SEALANT: r �g�� /�\ TEXTURED, PAINTED EXTEND MIN. OF 6" //r i OUTSIDE OF FLASHING ` " --. - GALV. MTL EXTER. WALL FINISH CRICKET AS ASPHALT BASED 'L' FLASHING SPECIFIED ROOF CRICKET: 6" X 18" H GALV. SEALANT APPLIED N MIN: 3:12 SLOPE , BY PLANFLASHING CONT.. BEHIND FLASHING z (REQUIRED AT ;.,.,, ;> ,:':;,;;:.,, ., ROOF SHINGLES ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A f LOCATIONS) AT ENTRY MINIMUM OF 6" ABOVE 6" . _ z - Mi ROOF Z Ns, Lu VERTICAL RISE OF ` :.:;:.:: SHINGLES >O \ 1-- .;::' :;:,'',e.::• 1:,;.:: FLASHING AT KNEEWALL LL 6" X 18" H GALV. .- . rf DIVERTER FLASHING CONT. N SEALANT FLASHING DRIP EDGE --- "�~ \ NOTE: THIS DETAIL IS REQUIRED FLASHINGDETAILS AT ALL VERTICAL WALL INTERSECTIONS FASCIA -- -� WITH ROOF VALLEYS & ROOF�CRICKETS. 6" HORIZ. FLASHIN \ �'---- ROOFING FELT FIGURE 1� FLASHING INSTALLATI❑N FLASHING INSTALLATI❑N WHERE ROOF MEETS VERTICAL WALL TEXTURED, PAINTED .._\ EXTERIOR WALL FINISH �t HOLD EXTERIOR FINISH 2" ABOVE ROOF R\ooE FLASHING � e R 4 q1 q s CAULKING sr oss oti K gt Roof O " X00 gygiy M�N \ �NoLINE O*P o� CERTAANTEED WWTERGUARD LLEY BY CENTERING 6" WIDE RFggOtiTQ� 'S�NoovR�e a �RS� poo�RSe as \ a M�T0�oR�Peo ;':... WATERPROOFING SHINGLE a�N sR 2N000v 15�00� UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. RAKE METAL DRIP EDGE 5' EAVES F 1 j 1 R F 2: WALL FINISH7' FIRST STARTER SHINGLE DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2" WIDE STRIP OF ASPHALT EXTEND THE SHINGLES OVER VALLEY CENTERLINE RAGING CEMENT. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS EXTEND MIN. 6" ABOVE CUT 2" DIAGONALLY OFF COURSE USED. FLASHING - UPPER CORNER OF 6 TO 12" TRIMMED SHINGLE I PER PLAN - SPEC'S. 6" HIGH CUT SHINGLES 2" BACK FROM DIVERTER 6°�`VALLEY CENTERLINE ROOFING SYSTEM IS CERTAINTEED LANDMARK TL FLASHING OR AR ASPHALT SHINGLES MANUFACTURED BY GALV.'L' FLASHING REMOVE TYPICAL. CERTAINTEED CORPORATION. \ ----ROOFING FELT j DRIP EDGE 1 FIGURE 4: VALLEY DETAIL FASCIA W 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 3: CORNER DETAIL FLASHING DETAILS 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE CAULKED USING VULCUM CAULK FOR ALL NOME C U too l■ 0 J N0) 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 3: CORNER DETAIL FLASHING DETAILS 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE CAULKED USING VULCUM CAULK FOR ALL • JOB NUMBER 25002.22'/ CAD FILE NAME LOT 16 TB ISSUED 07-07-15 REVISED DAVIS BEWS DESIGN GROVP 1/2" CEMENT PLASTER FINISH 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM 2 1/2" PERFORATED FLANGE 1/2" WEEP TAMP ER BLOCK ,1 ® SCREED ® ,a h • L INSTALL BOTTOM EDGE OF Ln 00 SLAB WEEP SCREED 1" BELOW 0; ° c� d FINISH FLOOR fxq ♦ ®;p 4 o , 0000 E OPTIONAL DETAIL WEEP SCREED DETAIL 0 SCALE: NOT TO SCALE 07 d Ground-= WATER RESISTANT BARRIER LATH SHEATHING STUCCO F❑UNDATI❑N WEEP SCREED F_ 00"Imm 0 < THESE DETAILS ARE GENERIC AND MEANT J TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. • 2055 wlw,ti • G SANFORD FLASHING DETAILS GARAGE LEFN.TT • TITLE • FLASHING DETAILS • SHEET • • x m C U too 0 J N0) N� 8 .2 >>JM L ` a��'• 0 0 0 �T1� J V 0 OLEO ��rn 3�E�E r 0++m La) lin Zr� • JOB NUMBER 25002.22'/ CAD FILE NAME LOT 16 TB ISSUED 07-07-15 REVISED DAVIS BEWS DESIGN GROVP 1/2" CEMENT PLASTER FINISH 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM 2 1/2" PERFORATED FLANGE 1/2" WEEP TAMP ER BLOCK ,1 ® SCREED ® ,a h • L INSTALL BOTTOM EDGE OF Ln 00 SLAB WEEP SCREED 1" BELOW 0; ° c� d FINISH FLOOR fxq ♦ ®;p 4 o , 0000 E OPTIONAL DETAIL WEEP SCREED DETAIL 0 SCALE: NOT TO SCALE 07 d Ground-= WATER RESISTANT BARRIER LATH SHEATHING STUCCO F❑UNDATI❑N WEEP SCREED F_ 00"Imm 0 < THESE DETAILS ARE GENERIC AND MEANT J TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. • 2055 wlw,ti • G SANFORD FLASHING DETAILS GARAGE LEFN.TT • TITLE • FLASHING DETAILS • SHEET • 4/0 ALU. CABLE • K MAIN DISCONNECT METER A/C DISC, 150 STATE STREET EAST 0UXAMR, FLORIDA 34677 813.925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER r. COM50 - SQUARE 1) C 0 To TYP. M4 AND M2 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS PANEL AMPS. REQUIRED MO COPPER TO WATER HEATER UNDERGROUND '& COPPER TO RANGE SERVICE BY coco POWER COMPANY 04 COPPER TO 5/8" GROUND ROD Off- ALSO SERVICE TO BE BONDED 0 0 �Lm lclh 'o TO FOOTING STEEL 0 C0 ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL N COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. Z 2° L CTFICA1._- < NOTES- OTES1. 1.PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.i.) 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 ®D ELECTRIC DOOR OPERATOR (OPTIONAL)2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE .P• FOLLOWING HEIGHTS ABOVE FINISHED FLOOR UND FAULT INTERRUPTER DUPLEX OUTLET �.F.i. GROW ua CHIMES (OPTIONAL) SWITCHES.... 42" HALF -SWITCHED DUPLEX OUTLET p PUSHBUTTON SWITCH (OPTIONAL) OUTLETS..... 14" SPECIAL PURPOSE OUTLET ® CARBON MONOXIDE DETECTOR TELEPHONE. 14" (UNLESS ABV COUNTERTOP) TELEVISIOR ..14" DUPLEX OUTLET IN FLOOR ® SMOKE DETECTOR �@E 220 VOLT OUTLET SMOKE / CARSON MONO. COMBO DETECTOR 3. ALL SMOKE DETECTORS SHALL 6E HARDWIRED INTO AN ELECTRICAL POWER WALL SWITCH FQ TELEPHONE (OPTIONAL) SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 13 THREE-WAY SWITCH ® TELEVISION (OPTIONAL) 14 FOUR-WAY SWITCH Q THERMOSTAT 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, PINING Ip DIMMER SWITCH h ELECTRIC METER ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE = ELECTRIC PANEL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.1.1. 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 (GF -I) r� LIGHT FIXTURE WITH PULL GRAIN c 7 ROUGH -IN FOR OPT. CEILING FAN TRACK LIGHT v J 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL c FLUORESCENT LIGHT FIXTURE c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10A-05, NBC. 2011, F.D.C.R - G ROUGH -IN FOR OPT. CEILING FAN 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND J ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-EURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAF415 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELEG. ' METER W.P. / GF.I. FOR J T.U.G. SERVICE OPT. \ / OPT. COACHCOLIGHTING �'` --- - �'� LIGHTING G.C. VERIFY: LOCATION Yl OF FLOOD LIGHT AND SWITCH G.C. VERIFY: LOCATION OF RECESSED CAN LIGHTS AT FAMILY ROOM MICROWAVE OUTLET +14" ELECTRICAL PLAN GARAGE LEFT JOB NUMBER 25002.22' CAD FILE NAME LOT 16 TE ISSUED 07-07-15 REVISED Is • K DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 0UXAMR, FLORIDA 34677 813.925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER r. C 0 To J %O 0 N� h 0 ON�co coco Off- 0 0 �Lm lclh 'o 0 C0 3�E N d�+ Z 2° JOB NUMBER 25002.22' CAD FILE NAME LOT 16 TE ISSUED 07-07-15 REVISED Is 0 Ln w O O z m O z ,�mmq O ce � O kno O O>= 2055 • TITLE • ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 0UXAMR, FLORIDA 34677 813.925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 0 Ln w O O z m O z ,�mmq O ce � O kno O O>= 2055 • TITLE • ELECTRICAL PLAN • SHEET • GENERAL NOTES -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. 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 TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX)`. CONNECTORS SHALL BE A LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO 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 (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 14 DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ OF PRESSURE TREATED WOOD. CAST IN PLACE CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. PREFABRICATED WOOD TRUSSES 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 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 SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL A ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 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 LAPPS C) 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: MASONRY WALT- CONSTRUCTION A)FLOORS = 40 PSF 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.Q. 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" AND A 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 FROM #1 HIP 9 EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 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 PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A 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 (CLB) ACROSS TRUSS WEBS 10 AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 3. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63). 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) 14 DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12dl TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) (-) 20.8 DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1 WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, 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), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED 06/01/13 REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. 1. OMITTED REBAR FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 4 THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. BEND). 5 ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY 2. STRAPS/CONNECTOR SUBSTITUTION (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S DESIGNED AND DETAILED BY OTHERS. INSTALLATION INSTRUCTIONS ARE FOLLOWED. 5 ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 3. STAIR CONSTRUCTION CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) SIMPSON HSS2 STUD SHOES, TYP U.N.O. 4. METAL STUD SUBSTITUTION 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE 5. OMITTED J -BOLT OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -11/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED w/ SIMPSON SET EPDXY @ 5" MIN EMBED. GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" NOT. J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 8 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR 6. MORTAR JOINTS MASONRY IS TO BE PRESSURE TREATED. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT E'A.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. WOODEN TOP PLATES. *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS COURSES FROM FIND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, ENGINEERED LUMBER THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VERT. REINF. IN EA. CELL, CONT. PER PLAN. VALUES AS FOLLOWS 7. OVERHANGING CMU WALL COLUMNS BEAMS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. E = 1,800,000 Ib/int U N.G E = 2,000,000 Ib/int U.N.O. CELLS PER PLAN. Fb = 2500 Fb = 3000 -FOR CMU OVERHANGING FOUNDATION FROM +112"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Ft = 1500 Ft = 1700 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Fc 11= 3000 Fc II= 3000 STRUCTURAL STEEL Fc 1= 900 Fc = 900 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE v - 285 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fv = 285 35 KSI ALL OTHER STRUCTURAL & MISC STEEL A36 F -36 KSI DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED 0.18 INTERNAL PRESSURE COEFFICIENT +/-0.18 CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 FASTENERS, LOAD, AND TOLERANCES. - 22.9 - 28.3 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 m�-02-12 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 04-05-13 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" _7+_T7.7 06/01/13 (+) 18.4 1(0 O5/01/14 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 5 5 a 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 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN y 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS CONDITION U.N.O. SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CEILING CONSTRUCTION BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. 1. USE 1RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL OTHERWISE SPECIFIED. CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 2 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE LIVING SPACE IS ABOVE THE GARAGE. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED .a. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED %6' UNO. SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, UNDER STAIR PROTECTION FASTENERS, LOAD, AND TOLERANCES. 1 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 9 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD (12.7MM) GYPSUM BOARD. INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLAN S4 ROOF FRAMING PLAN S4.1 NOTES AND SCHEDULES S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 GENERAL DETAILS UPDATES NUMBER DATE DESCRIPTION 1 12-2-11 CRATED ELEV. A 2 12-15-I1 CRATED ELEV. G 3 01-04-12 ADDED ELEV G SIDS ENTR1' CxARACxE OPT, 4 03-0-1-12 ADDED ELEV A SIDS ENTR1' CzARACxE OPT. 5 03-20-12 UPDATE ELEV. 4 2010 GODS -ORLANDO l 03-22-12 UPDATE ELEV. A 2010 GODS-JACKSONI/ILLE _1 04-02-12 UPDATE ELEV. B 2010 GODS -ORLANDO 8 04-02-12 CREATE ELEV. B 9 05-02-12 UPDATE ELEV. G 2010 CODS-JACKSONvILLE ISD m�-02-12 GRATED ELEV. A 3 CAR Cx,4R,4GE OPT, 11 05-15-12 ADDED ELE1/ B SIDS ENTR1' CxARACzE OPT, 12 Dg -01-12 CREATED ELEV. D FRONT LOAD 13 04-05-13 CHECKED BAMS PSR 2013 5l'P#2 VALUES 14 0.4-0e-13 CREATED ELEV. D FRONT LOAD w/PKT SCxD OPT. 16 06/01/13 CREATED ELEV. C 3 CAR CxARACxE OPS. � OPT. 5EDR00M #4 1(0 O5/01/14 CRATED ELEV. A lU/ OUTDOOR KITCHEN, AXP, G AS PSR WPK-40 11 O6/21/14 GRATED ELEV. ,4 STD AXP, C PER UJPK 4& 18 X5/28/14 CREATED ELEV. G STD EXP, C PER UJPK 18 l � r W � N s, '0 co i�4 r yro�eare� � oma, � d' W Ln Z O z O U V x z J a �EO (73 r C �I W i - Q0 ,P'OLID/Nc) Q 0 Q Eaza ►-1 o LL. SANFORD LL �Z) 0104 a 0 �� rici W U 0 •0 a CHECKED # 2 5 1 5 DWG.No. 2150805 - OWO '0 co 0 r- o W cn WU�aqdf� aCQ o O z� z �EO (73 r C �I W i - Q0 ,P'OLID/Nc) Q Q Eaza ►-1 o SANFORD LL �Z) 0104 C) 0 �� rici W U 0 •0 a CHECKED # 2 5 1 5 DWG.No. 2150805 - H rkw Cq ZONCQ SCALE AS NOTED LJ W (� si AA SHT y N 0 0 ,4 o ZUO O 00 o _ 0 W W 1 ry J Y OWO '0 �0M o Z w L) OZ W i - Q0 ,P'OLID/Nc) Q 0-v) � SANFORD LL DESIGN DRAWN CFG/BAD MRG ..CC_ - - CHECKED # 2 5 1 5 DWG.No. 2150805 - JOB No. SCALE AS NOTED DATE 7/15/15 si SHT e ROUND TOP; TROWEL SMOOTH PRIME PIPE W/ RUST INHIBITIVE PRIMER - AND FINISH PER BUILDER DIRECTION 6" SCH. 40 STEEL PIPE FILLED W/ 2500 psi CONCRETE SLAB PER PLAN 2500 psi CONCRETE BASE FOR EMBEDMENT TREATED SUB -GRADE PER SPECIFICATIONS 40'-0" A/C PAD IS' -0" 22'-0" Ly" --- -- — -- ------ D D 2'-4" 2'-4" ('-0 2'-0" i FOUNDATION NOTES:Ljj a 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2"' CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE EDITION) i 3. VERT. #5 BAR .TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND 0 EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN'. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM Z HOUSE. O 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED U JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W COMMUNITY & COUNTY CODES. Q 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING .M CAPACITY OF 2000 PSF IS PRESENT PRIOR TO FOOTING PLACEMENT. SYM50LS LIECzIENC) ■ INDICATES GROUT FILLED CELL WITH (1) VERT, 0 CONT. FTG. TO TIE BEAM CS' -S" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE SEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 32" O.G. (ho" MIN. EMBED) U.N.O. ■ ■ ■------- --- ---------------1 24"x24"x12" dp w/ #5's 0 6" O.C. EA. WAY IT, dp w/ #5's I D I I © I 1 dp I #5's I I ■ 7 Z dp I #5's I I 1 c° a�oza o c q�ntiF EM" 0 .... ... SCALE AS NOTED Q ■ ■ ■ ■ N m ML — — — - S2 SHT N 1m D NOTE. EXTEND FOOTING UNDER SGD �a ILi _-r- I _ — — 3 1/2" THICK GONG. SLAB UJ/ `, Cl -8" ' I &X6 LU/1.4 X111/1.4 W.U1.F. OVER & MIL VAPOR OVER �� ( I COMPACTED FIRRIER D = 0'-0" FIN. FLR , j; co, . �■ 0 I 5'-2" II I I I I I 1 ■I I � V I■I I _ 1 I , - D I I r I �i a L__, g I I o 1 sa I I I ■ 20'-0" 6 I I cv I ___ __ __— I ■ --- — s I D I � I 3 II ■ 1 rill D I , PAVER— I U--------.-- — --_ _. -- _ ------ D D 2'-4" 2'-4" ('-0 2'-0" i FOUNDATION NOTES:Ljj a 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2"' CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE EDITION) i 3. VERT. #5 BAR .TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND 0 EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN'. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM Z HOUSE. O 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED U JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W COMMUNITY & COUNTY CODES. Q 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING .M CAPACITY OF 2000 PSF IS PRESENT PRIOR TO FOOTING PLACEMENT. SYM50LS LIECzIENC) ■ INDICATES GROUT FILLED CELL WITH (1) VERT, 0 CONT. FTG. TO TIE BEAM CS' -S" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE SEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 32" O.G. (ho" MIN. EMBED) U.N.O. I 54 F_ zUO. O �3 °o 0 0wLai W V S O 0 .0 Z 0 m ° 0~7 L) >- Q 0 O < F_ FOOTING SCHEDULE O) 24"x24"x12" dp w/ #5's 0 6" O.C. EA. WAY O36"x36"x20" dp w/ #5's 0 6" O.C. EA. WAY O32"x16"x12" w dp w/ #5's 0 6" O.C. EA. WAY O32"x32"x12" 7 Z dp w/ #5's 0 6" O.C. EA. WAY I 54 F_ zUO. O �3 °o 0 0wLai W V S O 0 .0 Z 0 m ° 0~7 L) >- Q 0 O < F_ J QWt� -- v cq F_ J Mt I- ca z E-4 W In .4d DRAWN w CFG/BAD � �l)1wo/NC 7 Z � E-4 a0 Z�NW�� U) 0 a�oza o c q�ntiF EM" 0 .... ... SCALE AS NOTED Q 0 �z z U w o I 54 F_ zUO. O �3 °o 0 0wLai W V S O 0 .0 Z 0 m ° 0~7 L) >- Q 0 O < F_ J Z -- 0 rTw F_ Z o� � W 0 LL. DESIGN DRAWN w CFG/BAD MRG �l)1wo/NC CHECKED CC U) SANF'ORD c q�ntiF 0 .... ... SCALE AS NOTED DATE 7/15/15 I 54 F_ zUO. O �3 °o 0 0wLai W V S O 0 .0 Z 0 m ° 0~7 L) >- Q 0 O < F_ xH(nH -- CL DESIGN DRAWN CFG/BAD MRG �l)1wo/NC CHECKED CC SANF'ORD DWG -No' 2150805 JOB No. q�ntiF .... ... SCALE AS NOTED DATE 7/15/15 S2 SHT a r 1/4"-1'-0" S` M50LS LEGEND ■ ,INDICATE5 GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM (S' -S" O.C. MAX U.N.O.). • INDICATE5 GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE BEAM. o INDICATE5 GROUT FILLED CELL WITH NO REINFORCEMENT. • 1/2" J-50LTS 6" FROM EACH END OF WALL AND 32" O.C. (V" MIN. EMBED) U.N.O. A W zoW�� W CL W c C c%j a z cv ®Ire W C*) "• o` A.®. c Q i V) 3'- J" 12'-2" 4'-4" 2'-�oil P — cn ■ ■ ■ ■ ■ _ � ■ �t o � z -O J ' - ----�— ---a----=— � eo o _ , W W 0 0 y 600 W O O U Z r m �O o p t- z � I w- c4 w >QO O H V) H -_ w C DESIGN DRAWN CFG/BAD MRG ,60L4ty0 A CHECKED CC r i DWG.No. 2150805 . OSA JOB No. AS NOTED ■ _ _ - - _...� ------------ �o r- r- 7 ■ ■ ■ ■ ■ m m �. ■ ® r 2'-4" 16'-011 rn 2'-4„ 6'-�D" 2'-0„ 1'_2" 3 -®n 2'-10" 3'-m" I'-4' 1/4"-1'-0" S` M50LS LEGEND ■ ,INDICATE5 GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM (S' -S" O.C. MAX U.N.O.). • INDICATE5 GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE BEAM. o INDICATE5 GROUT FILLED CELL WITH NO REINFORCEMENT. • 1/2" J-50LTS 6" FROM EACH END OF WALL AND 32" O.C. (V" MIN. EMBED) U.N.O. A W zoW�� W CL W c C c%j a z cv ®Ire W C*) "• o` A.®. c Q V) 0 a 0 Z gmziM Qz�w �I g Z 0 wE m a oa o 0 A cnv y w z�r w a U WHO Wo 0 J O �w .c0iI a ,,. S3 SHT a zoW�� W V) 0 P — � o � z -O J � eo o _ W W y s W O O Z r m �O o p t- z � I w- w >QO O H V) H -_ w C DESIGN DRAWN CFG/BAD MRG ,60L4ty0 A CHECKED CC SAlvFpRb DWG.No. 2150805 . OSA JOB No. AS NOTED DATE 7/15/15 ,,. S3 SHT DTC CLIP, 2) Sd NAILS INTO BLOCKING, (2) 1/4"x 2 3/4" TAPCONS IN CMU. TRU55 TRU85 2x4 BLOCKING (2) 106 NAILS, TOENAILED a LINTEL -- EACH END. SEE SCHD, PER FOR SPACING PL4N - REQUIRMENTS SPACING OF 2X4 BLOCKING W1 DTC CLIP PLATE WIND SPEED (Vuu) EXPOSURE (SEE GENERAL NOTES HEIGHT 130/e 140/5 OR 130/G 140/C / 150/5 8'-0" 120" O.C. 96" O.G. l2" O.C. 9'-4" 108" O.C. 84" O.C. 60" O.C. 10'-0,1-9&" O.G. l2" O.C. 48" O.G. 12'-0" 1 -12" O.C. 48" O.G. 24" O.G. CLIP DETAIL 3 PLATE WIND SPEED (Vw-) EXPOSURE (SEE GENERAL NOTES WEIGHT 130/5 140/5 OR 130/C 140/G / 150/5 2x4 BLOCKING (2) had NAILS, — ROOF SHEATHING PER PLAN 120" D.G. TOENAILED a EACH END. SEE 12" O.C. SCHD, FOR SPACING 108" O.C. REQU I RMENTS 60" O.G. TRUSS PER PLAN 96" O.G. ROOF TRUSS PER PLAN 48" O.G. (2) I&cl TOE NAILS -12" O.C. BRACE TO LEDGER DTC CLIP, (2) Sd 24" O_ - NAILS INTO 5LOCKING, WASHER 2X4 LEDGER w/ (2) Ihd (4) 8d NAILS INTO TOP c NAILS a EACH WEB PLATE H3 a EACH BLOCK (2) I&d TOE NAILED TO LEDGER TO BOTTOM CHORD L6TA18 OR MT515 BLOCKING TO JACK DOUBLE TOP PLATE P TRUSS BOTTOM 2X8'9 a 16” O.C. SPS �2 - 3 CHORD . % PT 2X8 5YP '"2 BOTTOM PR -ENCz SLOTTEC 2X4 BLOGKINCz 24" O.G. PLATE w/ 1/4" x 4" EACH JACK TRUSS _ TAPCONS a (o" O.C. 2X4 LEDGER TO KNEE WALL w/ (2) 1/4" TR,; 35E5 WASHER w/ CUT x 3" SIMPSON SDS SCREWS a Ido" O.C. SPACINCs OF 2X4 @LOCKINCs UY PTC CLIP CLIP DETAIL 3 PLATE WIND SPEED (Vw-) EXPOSURE (SEE GENERAL NOTES WEIGHT 130/5 140/5 OR 130/C 140/G / 150/5 8'-0" 120" D.G. 96" O.C. 12" O.C. V-4" 108" O.C. 84" O.C. 60" O.G. 10'-0" 96" O.G. '12" O.G. 48" O.G. 12'-0" 1 -12" O.C. 48" O.G. 24" O_ - '11OJ J01 J02T J03T 1 R01T R02T R03T R04 R05 R06 R07 R08 R08 R08 R08 R08 R08 R08 R08 R07 R06 R05 R20 R21 R22T R11 R11 R11 R11 R11 R11 R12 R23 R24 J03 J02 J01 NOTE: SEE SHEET S4.1 FOR NOTES AND SCHEDULES ROOF SHEATHIN , M "t� d~ d~ It 11 d It e} It FASTEN PER N W PLAN O O O O O O O O O O O O NUT w/ 3"x3"x1/4" O O w " ire WASHER c ALTERNATE: rr®r.r S I MPSON P SPS �2 - 3 PR -ENCz SLOTTEC mtx- TR,; 35E5 WASHER w/ CUT WASHEh° s NUT - � 2:<i" MAX —x/16 05E3 CONNECT pER KNEE WALL 3 W/(2)1&d NAILS - a 24" O.G. TO CONNECTION TRU55 BELOW PER PLAN I I I I ■ 54 2x TOP PLT. i/2 T-FRE.-aDED ROD a k4 O C. ('U.N.O.) CENTER ROC , W! YIN OCUBL.E TOP Pl_.aTE NO'T'E: LOWER TRUSS IE,� TO SIT ON BOTTOM PLATE PRE -ENG of KNEE WALL. -- -. --- TRUSSES 0 24" MAX NOTE: LOWER 5 MT512 TRUSS CONNECT PER TRUSS 15 TO SIT TO TOP PLATE PLAN ON BOTTOM PLATE OF KNEE WALL. _._ _ _.__ ------ — _._. 2 2X4'5 0 16" O.G. w/MID PT. DBL, 2X T r"P - BLOCKINGS PLT, 2 5TAC ED WALL ,DETAIL ROOF SHEATHINGS, FASTEN PER PLA PRE -ENCS TRUSSES w 24" �. MAX. SIDEWALL SHEATH INCs (2)1&a NAILS FASTEN PER PLT. TO EA. ._ �, PLAN TRUSS ASV. ¢ BELOW 2X418 w 24" O.G. MAX. HIO U.N.O. ..._... _�- .. / DBL. 2X4— ROOFGS, TOP PLT. SHEATHINGS, FASTEN PER 51DEWALL -- _._� PLAN SHEATHING META -16 FASTEN PER (U.N.O.) PLAN, CONT. FROM TOP PL ■ TO BOT. PLT. PRE -ENCS Ffl TRUSSES a 24" O C. MAX. / MAX. / Y4"x4" TAPCONS / W/WASHERS (OR WASHER HEAD STYLE) PT. 2X4 w 8" O.C. MAX. E30T. PLT, CMU WALL PER PLAN <NEE WALL DETAIL '11OJ J01 J02T J03T 1 R01T R02T R03T R04 R05 R06 R07 R08 R08 R08 R08 R08 R08 R08 R08 R07 R06 R05 R20 R21 R22T R11 R11 R11 R11 R11 R11 R12 R23 R24 J03 J02 J01 NOTE: SEE SHEET S4.1 FOR NOTES AND SCHEDULES o -ai -oi -oi-It -Oi -Qi -oi"It o 'S (2) 2x8 SYP #2 9 q ROOF e J01 J02 J03� / u R27T R27T R27T R27 R27 R28 R29 R30 J02 J01 02 Ld ct 1Li N M "t� d~ d~ It 11 d It e} It d d -%t M N W O O O O O O O O O O O O O O O O O O O O w " ire c rr®r.r O P mtx- 3 I i I I I I ■ 54 � 5 ------ — _._. 2 D ■ Ffl / z i I C=34--- I I Z F1 ■ _ ..._ - 1 o a I I I i TI LO N > O I 5400 D 3 54 t25 KNEE WALLR25TOP R2-6 12'-0" tr ld In O l!) Lf) O O N i O O A °J o -ai -oi -oi-It -Oi -Qi -oi"It o 'S (2) 2x8 SYP #2 9 q ROOF e J01 J02 J03� / u R27T R27T R27T R27 R27 R28 R29 R30 J02 J01 02 Ld ct 1Li �®roelll'mmm° . CL C F., 04 +q \�a Q►r rrrrrr®r®® o®® W co 0 z° fra w " ire c rr®r.r O P 0 Z Q �!V��I J W ^w . 02 n q v� z aidW V! W zim w : I 0 ��EA�m Z Hm� W � �0 o o 0 136, O �o� °Li :� ~'Zi W w O O �� W 0 r O Lj in" o _ www J y s OWO /0/ �r fLl'0m ° w�QO oCL ac~n DESIGN DRAWN ANFp�,� CFG/BAD MRC A CHECKED CC ®��RTM�r� DWG.No. 2150805 JOB No. . 5 SCALE - - AS NOTED ........... DATE 7/15/15 FRAMING PLAN 1/4„_1,_Q„ S4 SHT NOTES AND CONNECTION SCHEDULE MARK SIMPSON STRONG TIE REFERENCE No. 1❑ (1) META16 TRUSS TO CMU O HUC210-2 BEAM TO CMU ®®gyp , ®�®®®® Q MGT TRUSS TO CMU w/ J" ALL THREAD ROD, 12" MIN. EMBED w/ END OF HEADER SIMPSON SET EPDXY OR EQUIV. (2)2x6's 1/2 " ABU44 POST TO CMU w/ 5/8" ALL THREAD ROD 7" MIN. EMBED w/ J OJ 3 �` SIMPSON SET EPDXY OR EQUIV. aHST24 BEAM TO POST 1 HUSC28-2 BEAM TO WALL OR BEAM TO BEAM a (2) META16 TRUSS TO CMU Feel HTT4 TRUSS TO CMU W/ %" ALL THREAD ROD, 7" MIN. EMBED W/ SIMPSON SET EPDXY OR EQUIVALENT & (18) SD#10 x 1Y2" SCREWS TO (2)2x8's W/ 1/2" TRUSS COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH LTT20B w/(10) 10d NAILS &g" EPDXY ANCHOR w/SIMP. SET EPDXY SPACER MIN. 7" EMBEDMENT ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. W a 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 SYP #2 PT POST O -_ ®®gyp , ®�®®®® Q END OF HEADER NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS �, (2)2x6's 1/2 " 16END NAIL J OJ 3 �` H2x6 SPACER KING STUD TO HDR 1 EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED o 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR (2)2x8's W/ 1/2" END NAIL COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH H2x8 SPACER KNGI6d STUD TO HDR 2 0 WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 0 EA. END (2)2x10's W/ (10) 16d END NAIL ALL TRUSS/BEAM TO MASONRY CONNECTORS TO H2x10 1/2"SPACER KING STUD TO HDR 2 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS IS NOT EQUIPPED WITH A MOISTURE BARRIER), ) 0 EA. END E U.N.O. (2)2x12's W/ (10) 16d END NAIL ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE H2x12 1 /2„ SPACER KING STUD TO HDR OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE E-1 t/!r-� I• 1-4 p GABLE END TRUSS TO FRAME CONNECTIONS TO BE00, c 0 EA. END 0 0, NOTES: 1. HEADER SIZES SHOWN ARE MINIMUM REQUIRED PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT 16" O.C. MAX. OR AS OTHERWISE NOTED. PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQUIRED. 2. HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EACH END. EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE` SPACED NO MORE THAN 24" O.C.�� INDICATES BEARING FRAME WALL 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES 2x's 016” O.C. .® .O w SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE ,> vo �� fR O a N AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: Z A) ALL CEILING HUNG SOFFITS AND SOFFITS 0 WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON 0 PLANS. - 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE (� INSTALLATION. V) 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 Lv CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND 0 BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH COLUMN SCHEDULE <3>(2) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 SYP #2 PT POST O -_ SHINGLE) OR 19/32" (WITH TILE) FASTENING WITHIN 4'-0" � OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND HEADER SCHEDULE TAG HEADER FASTENERS QTTY. OF JACK STUDS EACH SHEATHING JOINTS. ®®gyp , ®�®®®® Q END OF HEADER NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS �, (2)2x6's 1/2 " 16END NAIL J OJ 3 �` H2x6 SPACER KING STUD TO HDR 1 EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED o 0 EA. END GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR (2)2x8's W/ 1/2" END NAIL COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH H2x8 SPACER KNGI6d STUD TO HDR 2 0 CONNECTION NOTES: C 0 EA. END (2)2x10's W/ (10) 16d END NAIL ALL TRUSS/BEAM TO MASONRY CONNECTORS TO H2x10 1/2"SPACER KING STUD TO HDR 2 � w Z IS NOT EQUIPPED WITH A MOISTURE BARRIER), ) 0 EA. END E U.N.O. (2)2x12's W/ (10) 16d END NAIL ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE H2x12 1 /2„ SPACER KING STUD TO HDR 2 E-1 t/!r-� I• 1-4 p GABLE END TRUSS TO FRAME CONNECTIONS TO BE00, c 0 EA. END 0 0, NOTES: 1. HEADER SIZES SHOWN ARE MINIMUM REQUIRED PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQUIRED. 2. HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EACH END. EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE` SPACED NO MORE THAN 24" O.C.�� INDICATES BEARING FRAME WALL I 2x's 016” O.C. SHINGLE) OR 19/32" (WITH TILE) FASTENING WITHIN 4'-0" � OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND O>' Z Z X'��' OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL` czk ,®®..«•• N�� -a SHEATHING JOINTS. ®®gyp , ®�®®®® Q J® 9®® Q NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS �, 8" O.C. IN FIELD. IFOR ALL OTHER AREAS NAIL 0 6" O.C. J OJ 3 �` GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE a EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED o GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH (� Z ASTM A 153. w 0 CONNECTION NOTES: C D SHEATHING TO BE 'PLACED WITH LONG DIMENSION ALL TRUSS/BEAM TO MASONRY CONNECTORS TO i A .0 M r. BE SIMPSON META16 (WITH A TSS IF THE FRAMING Li � w Z IS NOT EQUIPPED WITH A MOISTURE BARRIER), ) _r� E U.N.O. PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE L wp Z 0 A COm W SIMPSON H10A (SINGLE PLY) OR H10-2 (2 PLY) U.N.O. V) E-1 t/!r-� I• 1-4 p GABLE END TRUSS TO FRAME CONNECTIONS TO BE00, c Q 0 0, SIMPSON HTS20 WHEN TRUSS DOES NOT HAVE CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE` SPACED NO MORE THAN 24" O.C.�� I .® .O w SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE ,> vo �� fR O a N MIN. 15/32 O.S.B. AND SHALL BE NAILED sKa m W/ (2) ROWS 0 3 O.C. AT TOP AND (2) ROWS Al BOTTOM O>' Z Z X'��' OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL` czk ,®®..«•• N�� -a SHEATHING JOINTS. ®®gyp , ®�®®®® Q J® 9®® Q NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS �, SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR 0 J OJ 3 �` GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE a EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED o GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH (� Z ASTM A 153. w 0 CONNECTION NOTES: C D w 4 ALL TRUSS/BEAM TO MASONRY CONNECTORS TO Q A .0 M r. BE SIMPSON META16 (WITH A TSS IF THE FRAMING Li � w Z IS NOT EQUIPPED WITH A MOISTURE BARRIER), ) _r� E U.N.O. 40 ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE U wp Z 0 A COm W SIMPSON H10A (SINGLE PLY) OR H10-2 (2 PLY) U.N.O. V) E-1 t/!r-� I• 1-4 p GABLE END TRUSS TO FRAME CONNECTIONS TO BE00, c Q 0 0, SIMPSON HTS20 WHEN TRUSS DOES NOT HAVE Zp En CONTINUOUS BEARING. � Z O c�-0 H W o Z ALL TRUSS TO TRUSS CONNECTIONS TO BE Q U 0 • O SPECIFIED BY TRUSS MANUFACTURER U.N.O. ow, J v] I a SIMPSON H2.5A MAY BE USED ON CORNER F-(�) E ' O a cq JACK AND END TRUSSES WHERE UPLIFT w �— W Q U cq DOES NOT EXCEED 535 LBS. REPLACEMENT FOR W OMITTED STRAPS: N z MISSED META -16 LINTEL STRAPS FOR MASONRY c CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR c LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. — TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT p TO DICTATE LOCATIONS OR CALCULATIONS Z V O 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 pp 4• ROOF VENT AREA FORMULA: 5 Eww SQ. FT. OF CLG_ AREA OF FREE VENTILATION REQ'D. C W W y 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE O 0 Z Wm o �O OZ 0JZw w >- Q 0 o x E., CL DESIGN CDRAWN FG/BAD MRG CHECKED- cc ....... _ ---- DWG.No. 2150805 G JOB No. SANFORD SCALE AS NOTED DATE 7/15/15 IT 2 SCHEDULES-�s� S4*1 1/411=11-011 SHT WALL LEGEND "i 8'-0" T.O.M. 9'-4" T.O.M. 12'-0" T.O.M. ►n �a 0 W � PRECAST LINTEL #5 REBAR AT TOP (COMPOSITE W/(1)#5 TOP #5 REBAR AT TOP DATE 7/15/15 LOADS LISTED BELOW HAVE BEEN CALCULATED MIN. (1) REQ'D FROM DATA FROM THE MIN. (1) REQ'D TYPE DESIGNATION MAN. CAST—CRETE, �. ��•®° p"� °••°°rr� QUALITY PRECAST CO., LOTT'S CONCRETE. G a... a 1-1/2" CLEAR • a. • . i J 1-1 /2" CLEAR F = FILLED W/ GROUT U - UNFILLED RECESSED LINTELS -FILLED MARK MAX. CLR. OPENING 8" UNFILLED 8" DEEP 16" DEEP 24" DEEP 32" DEEP MARK MAX. CLR. OPENING 6" DEEP w L1 C.M.U. 3069 `-' 8974 10000 C.M.U. 3'-0" 1691 ¢_ L2 2'-10" 1783 3069 ai � a;` ' R2 GROUT L �/c— LX X �, z°- y 2693 GROUT LO o R3 3'-6" 1320 I L4 3'-10" 1217 2165 6113 8672 10000 R4 3'-8" 1230 5206 LINTEL MARK 4'-0" 1006 `° 5365 7342 #5 REBAR AT BOTTOM �Z 4'-0" 1081 4567 L6 4'-8" 860 1651 5365 • • 10000 OF LINTEL CAVITY 5'-0" 846 0 • L7 5'-2" NOMINAL HEIGHT 1423 4360 6036 8328 R7 6'-0" 693 2738 L8 5'-10" 570 1232 3480 8360 8825 BOTTOM REINFORCING PROVIDED IN LINTEL 7'-0" 526 1568 BOTTOM REINFORCING 6'-10" 488 -5/8"ACTUAL 2661 (VARIES) 6472 -5/8"ACTUAL 8'-0" PROVIDED IN LINTEL 1436 L10 8" NOMINAL WIDTH 416 752 8" NOMINAL WIDTH (VARIES) 6390 R10 FILLED 415 UN --FILLED L11 ►n �a 0 W � PRECAST LINTEL LOAD TABLE (COMPOSITE W/(1)#5 TOP & BOTTOM) DATE 7/15/15 LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST—CRETE, �. ��•®° p"� °••°°rr� QUALITY PRECAST CO., LOTT'S CONCRETE. G a ev V • QCr i J STANDARD LINTELS RECESSED LINTELS -FILLED MARK MAX. CLR. OPENING 8" UNFILLED 8" DEEP 16" DEEP 24" DEEP 32" DEEP MARK MAX. CLR. OPENING 6" DEEP 14" DEEP L1 2'-2" 2231 3069 6113 8974 10000 R1 3'-0" 1691 5206 L2 2'-10" 1783 3069 6113 8974 10000 R2 3'-4" 1425 5206 L3 3'-4" 1343 2693 6113 8974 10000 R3 3'-6" 1320 5206 L4 3'-10" 1217 2165 6113 8672 10000 R4 3'-8" 1230 5206 L5 4'-0" 1006 1663 5365 7342 10000 R5 4'-0" 1081 4567 L6 4'-8" 860 1651 5365 7342 10000 R6 5'-0" 846 3810 L7 5'-2" 710 1423 4360 6036 8328 R7 6'-0" 693 2738 L8 5'-10" 570 1232 3480 8360 8825 R8 7'-0" 526 1568 L9 6'-10" 488 991 2661 5681 6472 R9 8'-0" 415 1436 L10 7'-8" 416 752 1843 3486 6390 R10 9-10" 415 1436 L11 8'-8" 354 726 1843 3486 6205 L12 9'-10" 315 618 1533 2781 4754 L13 10'-8" 292 567 1366 2423 4006 L14 11'-4" 277 525 1254 2193 3552 L15 11'-10" 255 471 1075 1838 2883 L16 12'-8" 239 458 1075 1838 2883 L17 13'-4" 0 430 1002 1697 2630 L18 14'-0" 0 418 1234 1779 2662 L19 14'-8" 0 379 1160 1660 2439 L20 16'-8" 0 288 950 1379 1997 L21 18'-8" 0 224 750 1177 1676 L22 19'-4" 0 180 598 1114 1468 L23 20'-8" 0 177 598 1024 1441 L24 21'-4" 0 164 550 981 1376 L25 23'-4" 0 129 450 824 1147 ►n �a 0 W � 2150805 SCALE AS NOTED DATE 7/15/15 w O �. ��•®° p"� °••°°rr� N �. 41w G a ev V • QCr i J 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. ® «�°•°.®•• ®® �a Q (ex. L3F12 = 1-3178) J O A,/it ► ®i e rtrtr1�0 3 u GENERAL NOTES a 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE UNFILLED LINTELS AS REQUIRED. o 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2 LONG NOTCHES AT THE ENDS TO c ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. U o 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4"Cq pad A AND LONGER WITH A NOMINAL HEIGHT OF 8 MEET OR EXCEED L/180. v Z v� O H I 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. Q Z W 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL of r O a CO ANCHORAGE. n z r -) W CAI CO 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF spy i CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI o W zw w 530 0 E z Uo z SAFE LOAD TABLE NOTES -j .1!4 Pr I a E -4 z 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE O W w LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING O U LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Ld 2. N. R. = NOT RATED. LLJ_ 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. V) 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 0 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.' 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. (,O 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. I Z U ~O ° LXXFXX Precast Lintel w > Eww J V OWO s ^0 �Zm o �0 O1. -1Z w > Q O N SANOFf. RD Q � i— v) F- �., CL DESIGN I DRAWN CFG/BAD , MRG ' .mm 2 5 1 5 A CHECKED CC DWG N NOTE : ALL LINtELS ARE TO F -1.41/E (1) 08 IN TOP 4 5Ot70M. tOP REINFORCING IS f'ERMIt7ED TO BE BOND SEAM REINFORCING SAR. °' JOB No. 2150805 SCALE AS NOTED DATE 7/15/15 (1) "5 FROM FTG. TO TIE BEAM SPLICE TOLij (1) 15 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID (1) 05 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID - 1 ;I BE MIN. 25" GROUT CELL SOLID I i 7_'�_7 I FILL JOINT WITH ELASE -- i 811 CMU BLOCK 8" Cr^U BLOCK 3-1/2" GONG. SLAB w/ II I JOINT FILLER I NON -LOAD BRG, WALL 5" CMU BLOCk I I I I 3-1/2" CONC. 5LAB w/ I �•. I FIBERME5H REINF. OVER 6 I I 3-1/2" GONG. SLAB w/ I I I I FI15ERME5H REINF, OVER 6 MIL. VAPOR BARRIER I 3-1/2" GONG. SLAB w/ FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER I II FIBERMESH REINR OVER 6 I I MIL. VAPOR BARRIER SHUJR• INTERIOR CsARAGE INTERIOR I 1 MIL. VAPOR BARRIER co .1- GRADE —I I= I • " _ _ • : - w5 GRADE - - _ - a 0 . ,.., ...., e �:: I a. GRADE d' _ GRADE r cn • m - r 4 ;-. -�° -� (U SPACING PER DOWEL - - I - - - IN - - _ _ - - - _ '° ; .... I. - _ _ ;• (U "5 SPACING PER DOWEL y� � : � � : • .. • q - - � _._ _ _ _ = 'II1=1II_I�I i - - 9.._.... L_L _ PLACEMENT PLAN AND EACH - -- . ' - _I I _ I—I CORNER (UN.O.), FILL CELL .. _ —I — I = : d:. .. - : - I r ; d - ' -� . . e I - I I I - - PLACEMENT PLAN AND IN EAGH-- I I — - - —I I— I .. _ d' A •.d'<, I� _.--=-=-_-___e_• i-y..o: a r'.' .. • .• = ISI ISI-ISI-ISI-ISI IN ; I I 111 I L �.-.-_..� So I ACH "5. HOOK =I - (= i= __ _ --; z I - -, ., • q r. . - - I - - _� ( ..: _. I I _ ' ;off •. = I - - CORNER IUN.O.), FILL CELL — I =— SOLID EACH +. HOOK (_ - - -- z :. ,•': , . _ _ • .• 1=1 I I 1-1 1- _ - - - _ _ - - - =T=1 11=1 11=1 11=1 I I I =1 I I IT_I=1 11=111=1 1=I I 1=1 I I=1 I I=1 1=1 III-III-1 I I=1 I I 11-� z T1L ... _..._, -L i MONOL IIC FOL yDA ION W/ I i I (2) S GIA, ROD;: CON". ON .. CHAIR C AN COM AGTEp II =I =) REBAR 6 INTO FOOTING _— _ — - — - I ,� (- =I I —I I °. • '.:•: _-- ; . _ I I .�.. I I =I = — - _ - -' I _ ;' I I I� - _ = MONOLITHIC FOUNDATION W/ _- -- _ (2) "5 DIA RODS CONT. ON I _ - CHAIRS -I I III III - GLEAN COMPACTED = :� _ _ REBAR b" INTO FOOTINCs I - I I= _ • - _ ... . ': `: -_- I I R a III=1 =III = I _1 N = =_ = = = - - - - - - -� III-III-III III _III III III m I I L=1 I 1=1 I- -I I 1=111=1 I "-1 I I I =� IT=� �'- -1 a coNT�l--� I :X11 I I 1=1 I I I =III-1 I ISI I 1=1 11= _ =I 11- -III =1 I 1=1 I 1=1 I 1=1 I 1-1 11- ;III I' O - n 1-0 FILL m 9530 STANDARD CLEAN COMPACTED FILL 9 _ i- I . ' . -I = 1`-0" FILL is 135% STANDARD I = . � :, .' � . = 1'-011 SII U DENSITY .:; .d STANDARD DENSITY AND - —I TERMITE TREATED �') iii—iii y i i i i i DENSITY , CLEAN COMPACTED FILL S -- - I--- I STANDARD DENSITY AND — I 1-1i1� " II (U "5 CONT. W/ 3 MIN. CLEAR V) LIJ WHERE 2ND 5TORT OCCURS, FTG 211 10"xl2" GONG. FSG. W/ (2) 05'S CONT. ON CHAIRS WHERE 2ND STORY OCCURS, FTG TERMITE TREATED 2 11 11 10 x12 GONG. FTG. W/ (2) 'S 5 CONT. ON CHAIRS n SHALL BE I'-4" UJIVE w/(2) 05 BARS 1 .0 SHALL BE 1'-4" WIDE w/(2) 05 BARS 11-011 WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTGol MONOLITHIC: SHALL BE 1'-4" WIDE w/(2) 05 BARS STEMUJ�4ILL SHALL BE V-4" WIDE w/(2) 05 BARS TYF. 1 4 2 STORY FOOTING DETAILS MONOLITHIC STEMWALL % %� I' %� ,/ 5�,4�3 fi��C�s 5 OFFSET FOOTING �, 3/41' 1'-oil GARAGE CSE CU 5 DETAILS 3/411011_/1111 fL/ �4T S,�IOUJE1� 3/411=�1_ID11 NON 5E�4RINC� 3/4" P-011 c 1/2" GYP. BD: EA. SIDE OF 2 x's 0 l ro" O.G. 19 > Ld Ito GARAGE INTERIOR I/2" GYP. BD. EA. SIDE OF 2x'S Ito o 16" O.C. 1/2" GYP. BD. EA. SIDE OF 2x'6 cs ®®ww f r rr®r ®®�c Lj 't 2 1/4" O.C. ®�®per 0 d N ,�,, cx PT BOT. PLT. PT. BOT. PLT. PT 50T. PLT. 11 3-1/2 GONG. SLAB r�«•°••�••® • °"e �°� w } A ♦ " r•d d •' <' ° dA' 'd. .d.e • IAS • . .. "+« _T.-_ GRADE ire • Z Z ¢�1 a mem U d • . C .+ #,, .—Q------ . -� .• `d; a, , -_ _ � � 1 _ _ - - - •• • . , •.••• 4. ♦ a • d a� , /11E77-11- d : •• i—�lI-=11 _,e'_---®/ g 9 .i-III-- II «5'S coNT. W/ 3" MIN.— I=IIII I I III-I I i� ► Iii �, I= —i_C2) S CONT._(3) III 1111CLEARUJ/ 8 12 THICKEN101, _; 11 3" MIN. CLEAR ' gt1 81t (3) 05'5 CONT. W/ 3" MIN. CLEAR 10" 10"(l) x "5 CONT.UPLIFT 1011 CONNECTORS SUCH AS SP's, H's, AND ANCHOR UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT REQUIRED BOLTS ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT CONNECTORS SUCH A5 SP's, H's, AND ANCHOR BOLTS ARE NOT REQUIREDON v , WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR BOLTS SHOULD ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALL5 REQUIRE ANCHOR � 0 r- C BOLTS AND SHOULD BE PROVIDED PER PLAN. AND 5E PROvIDED PER PLAN. BOLTS AND SHOULD BE PROVIDED PER PLAN. " � NOT OFFSET R=OOTING INTERIOR � �4RINC�x 3/4"=1'-¢�" INTERIOR TWO s3/411=11. 11 g THICKENED EDGE � 3/411=1 _�11 � �— W cq � Wz��a,y4 -'INCA 3/ "=1'-�" STORE3�4fizINC HUSED �o CUFA3/4" C SS RE E 3" MAX. OVERHANG (OPTIONAL='r CONT. PER PLAN Mrs, VERT. 012 O.G. MAX Za�(M 0O �PER MFG;,,5PEG5 GLASSSIDR. "5 IN GROUT FILLED CELL "t GYP. BD. ON 2x ss I6 O.C. U.N.O. o O �m1/2 m(U CONT. PER PLAN 3-1/2" GONG. SLAB w/ FIBERME OVER 6 MIL. VAPOR BARRIER 5 CONT. PER PLAN CONE. TIE BEAM w/ (U "5 REBAR g TOP ol~r, 0 Z(1) U WO LOPE 3-1/2" GONG. SLAB w/ FIBERME Lu O . w OVER 6 MIL. VAPOR BARRIER 811 CMU BLOCIC _. - - - �. PT 3-I/2" CONC. SLAB w/ FIBERME BOT. PLT, a "' ,� Qw__ E" FTG. TO IEBEAM �0 1 I _ I FILL 95go I (1=1 I 1=1 I 1=1 I I _3-1/2 OVER 6 MIL VAPOR BARRIER C1) +'S CONTINUOUS1 @ll) �5 FROM�FtG. t0Z �'' O Ct E11SPLICE Ww GONG. SLAB w/ BE MN 25M GROUT REINF. OVER 6CELL SOLID REFER To PLANS CLEAN COMPACTED STANDARD DENSITY AND TERMITE I I=I I=I I I-) I _� 't ' :-:-=....I 8" CMU BLOCK TIE BEAM 48 O.C. SPLICE TO BE MIN. 25"MIL C)FIBERMESH Wf Ill Ill 1�1=1( VAPOR BARRIER FOR LOCAEION TREATED —I ''. ".' 0 M �==_�,11 CLEAN COMPACTED FILL g 954a L-I 11I:....w 3-I/2 CONC. I_SLAB °-) WO WGLEAN ALUMihlUM T�RESNOLD - COMPACTED FILL s 953. ITL=• I-III STANDARD DENSITY AND TERMITE - - "'. (l) "5 VERT. 72" O.C. MAX IN GROUT FILLED CELLS"xl6" I, =1 I=III -- • �� - -" GONG. FTG, III GRAD 5EANDARD DEN5ITY AND TERMITE PER TREATEDI I-) I =1 I �. �. �C PLAN I I - GRADE GRADE coNG. SLAB TREATED =n.• . = �.;...;., : `, .. , : : ...' r=III uJ/ c2) »�'s CONT.IIIII1 I III1 CHAIRS. =,..—==5 11 I=1 I=1 �, 11COMPAC- (1 VERS 72 OC. MAX IN�gBro CLEAN3-I/2" %2500 P.5.1.> UJ/ SLOPE rox& 10/10 W,W.M. Snxlro" GONG. FTG- GRADE " _"' • ' '' :9..�;' ' d_.- === - GROUT FILLED CELL IIIIII-�. ,. :. STANDAON DEAND3/4" MIL. VAPOR R1=CESSUJ/ 7 l2) 5 CONT. oN CHAI S. R GLEAN CI�=___=—II� -- A1111 I 1=III..; '':. I III=III10 x16 GONG. FTG. _ — ; t — =1 I I —1.1 I —I I =1 1=� 11=>�AR1elE TERMITE TREA___AND 1 111 ir — _ R -__- /. __ SLOPE 1/4" PER FOOT =III = : I=1 I I=� ' A d,.==DENSITY I I _----_--=1 STANDARD 1 i I- =-=I AND TERMITE - - -""GONG: "5'S 11=1 I I d I I - I- w/ (2) 05's CONT. —TII—— I I -' ON CHAIRS. 4''' 11I.III < . � ._ d. 30 x12 CONC. FTG. I _ .A. a-m9530 FTG. w/(2) -1 1=1 I I -1-4 — I 11=1 11- .. . 4 =II -Ao' 0 Ad-w/C3� s CONT, ANDCONI .1=IIITREATED III MFG, 1 I I1 II 1 I I I-III- 1=1 11-� IIII- _' -—(1) __PER '=I 124"O.C. S ON TOP PERP. �11 5raI(— 1=1 � 1-"1=1 —II=I I- Ii —�- II —1 --II^b'E1111 I= 1 4�_I i24EXP JOINT II =1I1—III—III-III—_1iIIii_1t I=1 11=I I I- 111= 11= I- I I- �,=1 -� EXTERIOR. DOOR NTS 11 �ORC�-I 2INTERIORS 5EAR�INC� 5TEf= DOWN 14 STEL DOWN IN 1=00TINC f=R1VAC� WALL D T, 11 � ZUO o J1P> ='OURED SILLS ST r~'IUJ�4LL 3/�"=1'-a�° uJ/ CMU 3/4"=1'-011 IN 1=0OTINC 3/�"=i'—O" 3/�"=1'-O" ILL 4"1' (n ,WFILLED CELL STEMWALL PER PLAN : ^O w IzGA AG E 4 811 CM.U. FINISH 11 S CM.U. FINISH PER ELEV. PER ELEV. I mR � � Z FINISH FLOOR II i---Z:_.-.--.-.. VIEW aCORNEfR FINISH FLOORd PENETRATING PI a • ryTOP CLEAN FINISH GRADE PENETRATING PIPE A ,., LOOP TIE (TYP.).a�� =III=I I I=I II=I I I;11 QE-_GOMPACTED I- to I- GARAGE WALL - •..dII—III—III FILL 1 I d " •`, d II " - — -� DESIGN DRAWN MRG 31/2" GONG. .. _� --I I _ • • 4 _ PVC SLEEVE A/C CHASE I - NOTE:`�CFG/BAD SLAB=1 I _-- --_ SLEEVE MIN. - III=I I I-III—I - - - -� I I— FOOTING PER - PVC SLEEVE FOOTING PER _— 1 I I=III ° _ _ --I I 1-I { ' , ; ;� ;' ' • =:.',.-- =) I I=DO NOT III=1i AT FILLED PENETRATE STEM WALL NOTA : CELL LOCATIONPVC ��N A CHECKED CC DWG.N 2150805Y PLAN TO BE2 ..1�fillItti IINo.PIPE PLAN I i I-I �:.:. ". I i 1=I i FOUNDATION MAY EITHER 8E MONOLITHIC OR STEM��1~�R®DIAMETER JOBNo.II-III SIZES LARGER : a - - III�r--,i,._- THAN THE PENETRATING MONOLITHIC (SIDE VIEW) (FROM' VIEW)=��1�� REFER TO THE APPLICABLE STANDARD -- _ I I -- PIPEAS 1_1I 1--1 I 1—�—III-1_WALL SCALEII NOTED 'l....ST F I� MWA NOUN ATION TALI S 1=0 A ITION,4 ��L R �� .r. �, �rI. � DATELL 7 15 15 //xEDGE U)/ (1) *5 INFORMATION 1� TH I C<ENE D EDGE 3, 11 = I _ 11 1 � 1-1 MONOLITHIC 4 STEMWAL L A.C. CHAS � SD1 GARAGE DOOR 4 t/4°=1'—�° SHT 2 X G X 12 P.T. OF OPENING --- ^ CENTER BUCK \ ° 3/8" DIA. ANCHOR: / 2 X 4 P.T. TOP BUCK 2 X 6 P.T. BUGK EACH 51DE OF OPENING PROVIDE (5) 3/5" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (Ist BOLT TO BE 8" MAX. ABV. GURB, REST EQUALL'rSPACED APPROXIMATELY 24" O.C.) - — START BOLTS AFTER GARAGE CURB (8" MAX.) 5UC< DETAIL VERT. FUR STRIPS al(o" O.G. MAX. - -� 2X8'S')I(c" D.G. MAX( U.N.O.) M5TAM-24 EA. -- SIDE OF EA, STUD TO WALL BELOW W/ (9) 106 NAILS ANC (5) 1/4"x23/a" TAPCON5 PER STRAP F"T 2X5 -._..._.\ BOT. PLT. • r' IX PT NAILER------\� 48" O.C. 055 NOT REQUIRED VERT. FUR 5TRIPSa24" WINEXT. ■ U O.C. MAX. s . - IN PRECAST 8" CMU WALL NTS -TEXTURED CEMTITUOUS FINISH, i" MIN. THK. -APPROVED BLDG. WRAP -SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 1/2" J -BOLT W/SIMPSON L51=61/2 WA5HER1w32" O.0 MAX.(MIN. 6" EMBED.) O.S.B. TO OVERLAP BOT, PLT 11x4" (MIN.) CONT. Oro IN TIE BEAM TEXTURED CEMTITUOU5 FINISH, Y" MIN. THK_ 1 40 WALL SPLICE DETAIL 11,211=11-011 GROUT TIE BEA' COARSE SOLIE NOM. 8" CMU --- 10 BEAM D7L. BUCK SPECIFIED E -Y WINDOW/DOOF, MANUFA,:TURER (005 CONT. IN TIE BEAM COARSE PROVIDE SCREEN WHEN BLOCK BELOW 15 NOT REQUIRED TO BE FILLED 11/211=11-011 NOTE: FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS TO UJINNODOUJ5 UJ/O ARCHES A,S WELFASTENING REQ. APPLY �� AfRCH WINDOW FRAMING DETAIL NTS 1* 5 BAR CONT. p 2X8 RIDGE BOA L ({ 2x6 COLLAR TIE HALF WAY UP HEIGHT OF FASTEN SYP OR SPF 2X6 (MIN. VALLEY. FASTEN W/ (5) WIDTH) PLATE THRU 0.5.5 "� COMMON NAILS EA. SHEATHING (THICKNESS PER �' EA. END. (TYP.) PLAN) TO PRE-ENGINEERED 2X6'5 - 24" TRUSS BELOW WITH 1/4"x4-1/2° O.C. MAX. SIMPSON SDS SCREWS 2X6 PLATE TO TOP CHORD OF EA. ATTACH 2X6 RAFTER TO TRUSS BELOW 2x8 RIDGE BOARD POURED CELL W/I 05 BAR WITH A35 ON ONE 51DE CONT. FROM BEAM TO FASTEN CONVENTIONAL 2X VALLEY OF RAFTER. ATTACH A35 FOOTING. ON ADJACENT RAFTER RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2X PLATE WITH SHOWN). PP05ItE 51MP50N H2.5 CONNECTORS (5-56 NAILS) AT EACH RAFTER TO PLATE CONNECTION 2 FIELD FRAME VALLEY 3 STEL' DOWN TIE eEAM NTS //-(1)05 IN TIE BEAM ALL LAPS 48 BAR DIAMETER MIN. RUNNING BAR N w "5 CORNER RAR LLd • r' 48" O.C. 055 NOT REQUIRED �FT 2x5 NAILER - .r SHEATHING EA. SIDE PER PLAN PRECAST OSB NOT REQUIRED WINEXT. ■ U NJ ■I s . - IN PRECAST TO BE CONT. a THE cti VERTICAL�I�rlrl�IN Lj a O TRANSITION FROM GROUT II.'ll1 fie■ w �I��r11 _ GROUTr CELL — w r PER PLAN) 1 III 1 _ rLUMN TO w BEAM PER PLAN MEMO cGROUT FILLED 0 A w Z H � AMM ■■m �Z�wV-1 ■IOMEN �-- NOTE: FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS TO UJINNODOUJ5 UJ/O ARCHES A,S WELFASTENING REQ. APPLY �� AfRCH WINDOW FRAMING DETAIL NTS 1* 5 BAR CONT. p 2X8 RIDGE BOA L ({ 2x6 COLLAR TIE HALF WAY UP HEIGHT OF FASTEN SYP OR SPF 2X6 (MIN. VALLEY. FASTEN W/ (5) WIDTH) PLATE THRU 0.5.5 "� COMMON NAILS EA. SHEATHING (THICKNESS PER �' EA. END. (TYP.) PLAN) TO PRE-ENGINEERED 2X6'5 - 24" TRUSS BELOW WITH 1/4"x4-1/2° O.C. MAX. SIMPSON SDS SCREWS 2X6 PLATE TO TOP CHORD OF EA. ATTACH 2X6 RAFTER TO TRUSS BELOW 2x8 RIDGE BOARD POURED CELL W/I 05 BAR WITH A35 ON ONE 51DE CONT. FROM BEAM TO FASTEN CONVENTIONAL 2X VALLEY OF RAFTER. ATTACH A35 FOOTING. ON ADJACENT RAFTER RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2X PLATE WITH SHOWN). PP05ItE 51MP50N H2.5 CONNECTORS (5-56 NAILS) AT EACH RAFTER TO PLATE CONNECTION 2 FIELD FRAME VALLEY 3 STEL' DOWN TIE eEAM NTS //-(1)05 IN TIE BEAM ALL LAPS 48 BAR DIAMETER MIN. RUNNING BAR N w "5 CORNER RAR K GROUTED CELL NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES TYP. CORNER VERT. � 1/2 NTS VERT. REINFORCING 11=1 1_ � 0 WALL REINFORCING NOTES: 1. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN #1 BUCK TO MASONRY W1 (l) ROW OF 3/16"X4" TAPCONS REFER TO DETAILS CMU WALL AS 6" FROM ENDS AND 16" O.C. MAX. 6/SD3 4 1/SD4 FOR REQ'D PER PLAN TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK WALL FRAMING 2. BUCKS LE55 THAN 2X TO BE FASTENED INFORMATION W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD-BUGK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROW5 OF 10dX3" NAILS STAGGERED612" O.G. (4) EQ. SPACED aEA. SUCCESSIVE BUCK 3/16"x4" SIMPSON 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED TITENS (w/ WASHERS) FOR THE SAME OPENING IF WINDOW MANUFACTURER 6" MAX FROM TOP AND PLAN REQUIREMENT5(FASTENING) ARE MET. AND BOTTOM 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF.56 NAILS alb O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. a FRAME TO CMU WALL g WINDOW/DOOR CONNECTION DETAIL to •t � 5UC:K NOTES NTS —TIE -BEAM—*- RECESSED PRECAST c� HEADER (Y � v BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER 10 t DOOR BUCK DTL. NTS 1z NOT USED N.T.S. 2X4 BLOCKINGaEA. OUTLOOKER (ROOF SHEATHING 2x4 OUTLOOKERS SPAN TO BE 2'-0" MAX.) END NAIL WK2)lrod NAILS EA. a 24"o.c. MAX. END (2)1(o NAILS PLT. t0 StUD TOP 4 SHEATHING PER 2'-0" MAX. BOTTOM(TYP.) (END NAIL PLT5. TO STUD) PLAN ATTACH PER SiMPSON H-10(TYP.) NAILING SCHEDULE END NAIL,�A. OUTLOOKER N W/(2)16d ILS t0 TRUSS DBL. 2X8m 2X FACIA, END NAIL TOP PLT. W/(2)1(od NAILSaEA. OUTLOOKER HOLD WALL DOWN 3-1/2" PRE -ENG. ROOT= TRU55 2X8'sa16" O.C. FOR OUTL00KER5 (TYP.) SHEATHING PER I'-9" MAX. PLAN ATTACH PER 10 NAILING SCHEDULE TEXTURED CEMTITUOUS FINISH, i" MIN. THK. Ixz" J -BOLT W/SIMP50N L5P51x2 1/2" GYP. BOARD WASHERa32" O.G. MAX. (MIN. 6" EMBED.) CEILING NAILER AS REQ'D. CMU WALL BELOW M5TAM-24 TYP. EACH SIDE OF EACH STUD. 1/2 GYP. BOARD ; . REFER TO WALL SPLICE DETAIL FOR FLASHING ON Pt. FURRING REQUIREMENTS (MSTA M -12's MAY BE USED AT ENDS WHERE HEIGHT IS LIMITED) NOTE: PROVIDE ADDITIONAL BLOCKING AS Q'D. PER HIB -V d TRUSS MAN. DRAWINGS CEILING GYP. BOARD 15 NOT A DIAPHRAGM 13 G A5L E END O VAUL TE D CE I L ING(C1" IU WALL) LLd 48" O.C. 055 NOT REQUIRED OSB NOT REQUIRED V s . - IN PRECAST TO BE CONT. a THE cti VERTICAL�I�rlrl�IN Lj a O TRANSITION FROM GROUT II.'ll1 CELL w �I��r11 _ GROUTr CELL — w r PER PLAN) 1 III 1 _ rLUMN TO w BEAM PER PLAN AI 110011l II11■II IIS■■I■ cGROUT FILLED 0 K GROUTED CELL NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES TYP. CORNER VERT. � 1/2 NTS VERT. REINFORCING 11=1 1_ � 0 WALL REINFORCING NOTES: 1. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN #1 BUCK TO MASONRY W1 (l) ROW OF 3/16"X4" TAPCONS REFER TO DETAILS CMU WALL AS 6" FROM ENDS AND 16" O.C. MAX. 6/SD3 4 1/SD4 FOR REQ'D PER PLAN TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK WALL FRAMING 2. BUCKS LE55 THAN 2X TO BE FASTENED INFORMATION W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD-BUGK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROW5 OF 10dX3" NAILS STAGGERED612" O.G. (4) EQ. SPACED aEA. SUCCESSIVE BUCK 3/16"x4" SIMPSON 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED TITENS (w/ WASHERS) FOR THE SAME OPENING IF WINDOW MANUFACTURER 6" MAX FROM TOP AND PLAN REQUIREMENT5(FASTENING) ARE MET. AND BOTTOM 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF.56 NAILS alb O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. a FRAME TO CMU WALL g WINDOW/DOOR CONNECTION DETAIL to •t � 5UC:K NOTES NTS —TIE -BEAM—*- RECESSED PRECAST c� HEADER (Y � v BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER 10 t DOOR BUCK DTL. NTS 1z NOT USED N.T.S. 2X4 BLOCKINGaEA. OUTLOOKER (ROOF SHEATHING 2x4 OUTLOOKERS SPAN TO BE 2'-0" MAX.) END NAIL WK2)lrod NAILS EA. a 24"o.c. MAX. END (2)1(o NAILS PLT. t0 StUD TOP 4 SHEATHING PER 2'-0" MAX. BOTTOM(TYP.) (END NAIL PLT5. TO STUD) PLAN ATTACH PER SiMPSON H-10(TYP.) NAILING SCHEDULE END NAIL,�A. OUTLOOKER N W/(2)16d ILS t0 TRUSS DBL. 2X8m 2X FACIA, END NAIL TOP PLT. W/(2)1(od NAILSaEA. OUTLOOKER HOLD WALL DOWN 3-1/2" PRE -ENG. ROOT= TRU55 2X8'sa16" O.C. FOR OUTL00KER5 (TYP.) SHEATHING PER I'-9" MAX. PLAN ATTACH PER 10 NAILING SCHEDULE TEXTURED CEMTITUOUS FINISH, i" MIN. THK. Ixz" J -BOLT W/SIMP50N L5P51x2 1/2" GYP. BOARD WASHERa32" O.G. MAX. (MIN. 6" EMBED.) CEILING NAILER AS REQ'D. CMU WALL BELOW M5TAM-24 TYP. EACH SIDE OF EACH STUD. 1/2 GYP. BOARD ; . REFER TO WALL SPLICE DETAIL FOR FLASHING ON Pt. FURRING REQUIREMENTS (MSTA M -12's MAY BE USED AT ENDS WHERE HEIGHT IS LIMITED) NOTE: PROVIDE ADDITIONAL BLOCKING AS Q'D. PER HIB -V d TRUSS MAN. DRAWINGS CEILING GYP. BOARD 15 NOT A DIAPHRAGM 13 G A5L E END O VAUL TE D CE I L ING(C1" IU WALL) 48" O.G. SIMPSON HGA-10 LLd 48" O.C. 055 NOT REQUIRED OSB NOT REQUIRED V TO BE CONT. a THE cti Lj a O TRANSITION FROM TRUSS BEAM t0 GABLE w U1 U G eN TRUSSCQ N z w BEAM PER PLAN U_ 0 A w Z H � AMM �Z�wV-1 11 --?17 �-- 48" O.G. SIMPSON HGA-10 48" O.C. 055 NOT REQUIRED OSB NOT REQUIRED TO BE CONT, a THE TO BE CONT. a THE TRANSITION FROM TOP PLT. t0 GABLE TRANSITION FROM TRUSS BEAM t0 GABLE U1 U G eN TRUSSCQ N BEAM PER PLAN DBL. 2x4 TOP PLT. """ A w Z H � AMM �Z�wV-1 11 --?17 �-- 51MPSC DIAGC FASTEN SIDE WALL 0 V O a SHEATHING PER W Z O A E m PLAN. Q C~I M W O BEAMSIMPSON H10A �;) Q O O DIAGONAL TO TOP c —� cn PLT, y Z 53 W .. La Q o w�� 0 5,SIM CONNECTION J W r H a FRAME WALL CONNECTION �_ Z o W Cq � ~ W 0 nt >= W V W (n aw 0 c 51MP50N A23 z = . aEA. BRACE \D TO PLT. Pt 2X8 PLT., 31/4" HOLD Q m CANT. FOR If V 1/2" J -BOLTS CLG, NAILING W/WA5HER5(MIN.. (o" LO SURFACE al EMBED) MIN. 6" r - p FROM EA. END AND PROVIDE 16d NAILS 32" O.C. MAX. p GABLE END TRUSS Z U O TO PLT.1012" O.G. J MAX. e 0 HGAIOKT a 32" O.C.cp w CMU WALL OR -- �� I Fy W Lu LINTEL BELOW TIE BEAM COURSE O W W/(I )#5 CONT. A35 DIAGONAL TO TRUSS BOT, CHORD Z CMU WALL CONNECTION CLEAR 5PAN CONNECTION O� O00 O F--->- --- Z � w >QO OHu)�— ._ w DESIGN DRAWN CFG/BAD MRG ***NOTE,- FEF TO DTL, 3 5 FOF A L A0 f N *** �CHECKED---- cc - -- _ ra /#100 �Uilo,yc DWG -No- 2150805 S,41WFQRD � JOB No. - - � — o�� SCALE AS NOTED DATE 7/15/15 14 G A5LE END -s FLAT CEILING 11 0 CONNECTION DETAIL 3�� 011 SHT NA D N �— 5T NAIL SCAB TO TOP CHORD WITH (4) 0.131"x3 1/4 NAILS ADD 2x4 VERTICAL SCAB IN EACH TRU55 IF NO WEB IS I1NC _ IAT STUD to PRESENT BL TOP PLATE (END AIL) UD TYPICAL STUD NAILING STUD SIZE DOUBLE TOP PLATE SILL PLATE 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) (3) 0.131"x3 1/4 NAILS TYPICAL AT EACH TRU55 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH NE (3) 0.131"x3 1/4" TOENAILS 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE TOP PLATE WITH NAI L INC AT SCUP TO 0.131"x3 1/4" NAILS 6 4" O.C. SILL PLATE (TOE NAIL) * ALL NAILS NOTED ARE 0.131"x3 1/4" TRUSS (AS NOTED) DBL TOP PLATE FRAMED WALL 0TYPICAL WALLCONNECTION OF PERP. OSHEARWALL 5TUD CONNECTION DETAIL NTS TO TRUSS 11 1/4 DIA. FLUE W/ 2" MIN. CLEARANCE —NAIL EACH END OF BLOCKING PRE -MANUFACTURED BETWEEN FLUE AND FRAME TO BOTTOM CHORDS WITH (3) CHIMNEY CAP 0.131"x3 1/4" GALVANIZED FLASHING PER MANUFACTURER'S SPEC.'S INSTALL 2x4 BLOCKING (1) 6PH4 EVERY OTHER STUD / BETWEEN TRUSS BOTTOM 1116" O.S.B. OR C.D.X. GABLE SHEATHING CHORDS 6 12" D.G. - W/ Sd RING SHANK NAILS 6 4" O.G. ON BOTTOM CHORD OF TRUSS TOP OF CHIMNEY SHALL BE A EDGES AND 12" O.C. IN FIELD MINIMUM OF 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF 2X4 FRAMED CRICKET UJ/ GALVANIZED FLASHING 2X4 VERTICAL 624" O.G. MAX. PROVIDE (4) 106 NAILS TO NAIL EACH BLOCK TO DBL BDTTOM CND B (3) 106 NAILS t0 TOP PLATE WITH (3) 0.131"x TOP CHORD + 4 + 3 1/4" NAILS + DBL TOP PLATE - (4)16d COMMONS NAILED 6 EACH END GALV. FLASHING + + —FRAMED. WALL 2X4 BLOCKING W/ (2) 16d + + 2X4 BLOCKING W/ (2) 16d COMMONS END -- COMMONS END NAILED TO + NAILED TO VERTICAL 2X4's VERTICAL 2X4's + + 3 CONNECTION OF PARALLEL WALL TO ROOF FRAMING FLUE DETAIL PRE-ENGINEERED TRUSS FLU5H HEADER CONDITION OPENINGS WITH SOLID SAWN., L SL, LVL, OR 1=5L HEADER 3" O.C. NAILING WITH 0.13"' _ ' NAILS (NOTE: NAILING M, STAGGERED ACROSS Bc PLATES) (5) 0.131"x 2 1/2" NAILS IN PLATE (TYPICAL EACH HEADER) 3" O.G. NAILING WITH 0.13 NAILS INTO BDTTOM (TY' EDGE NAILING IN KING STUD PER SHEARWALL REQUIREMENTS EDGE OF PANEL (TYPIC 1 1/2"=1'-V" DROPPED HEADER CONDITION REFER TO PLANS FOR EXACT SIZE OF O.H. 2x4 BLOCKS,- (2) 16d NAILS 0EA. '-4" MAX. END. BLOCK ADJACENT BAYS 0 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS 0 6" 0.C, CONT. 2X4 SIMPSON H10A DIAGONAL TO (5) 16d NAILS BLOCKING BRACE TO 2X4'S 0 24" O.C. - BLOCKING GABLE END SHEATHING FASTEN PER PLAN. PROVIDE 2x4 BRACE TO 04 EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. W TO DIAGONAL w/(2) 16d NAILS. PROVIDE 2X BLOCKING FOR NAILING Li d. GABLE BRACING 0 48" PRE ENG. TRUSS®r®®,Nwr�ot�rria®`0 a o O.C. MAX. 45' FROM ' �•® N HORIZONTAL (+/- 10')Ln ®�WBRACE NOT REQUIRED 6 FROM EA S. ®®� �Wm = a z eRu v -e C� PROVIDE BLOCKING BETWEEN TRUSS BAYS 0 48" O.C. ® -� FOR FIRST 3 BAYS J o SEE PLAN FOR SUPPORT 3 0 AND TIE DOWN OF JACK TRUSSES 0 ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** cou.�o� G A5LE END a FLAT CEILING WITH 505TON HIP 3/4"=1' mz Z .1 i `Y' W Zo9Avi Co � U2 04 E .-. ROOF SHINGLES: ROOF TI LES: E-3 PA E 1. MEETS ANSI/UL 190, CLASS A, ASTM D3462 I. CONC. OR CLAY TILES f-7 o a d0+ 2. SECURE W/(4) NAILS EA. 2. INSTALL OVER IX2 PT BATTON STRIPS � A 0 � 3. MEETS UL 82453 PROGRAM ON 430 FELT(ASTM D 226 TYPE 1) o 3. USE 5/6" OSB OR CDX SHEATHING _„W 26 GA. GALV. FLASHING: x I. G-90 GALV. COATINGo 0/ Ou w� o O 2. MEETS ASTM A521 Ld • C x 3. REGULAR POLYESTER _j W cn II p" 4. 1.0/05 MILL. UJ/PRIMER 's" F" Z E"' O a � 5. MIN. THICKNESS 0.0181 IN. �- Z V CQ (o, CHROMATE TREATMENT W O W 0 HURRICANE ANCHOR AT EACH TRUSS ,, Ld (REFER TO ROOF PLAN) _ r� V) PRE-ENGINEERED WD TRUSS, 24" O.C. �i `y� \ ELEVATION PARIES TOP OF MASONRY o R-30 INSULATIONI/2" DRYWALL 17 ALUM. DRIP EDGE 2x CONT. SUBFASCIA 1x2 PT NAILER VENTED ALUM. SOFFIT TYP. SINGLE TIE -BEAM W/ (1) *5 CONT. GROUT I SOLID O PRECAST GONG. OR REFER TO ELEV. W o J POWERS STEEL SILL TYP. FOR OVERHANG 00 6 ALL WINDOWS WINDOW PER popw� .. FLOOR PLAN �I W W ry J O Li.l O 1/2" G.W.B. OVER VAPOR BARRIER W/ R4.1 INSUL. �TEXTURED GEMTITUOUS 0 BETWEEN 3/4" P.T. VERTICAL_ Gf"f�TH, Y" MIN, THK, ON I Z FURRING 6 24" O.G. O m VERT REINF. BEYOND o z 3-1/2" CONC. SLAB ' Sx8xl6 CONC BLOCK U J z W >- Q MAIN FLOOR 0 m OIL0 ELEV 0'-0" LL DESIGN DRAWN CFG/BAD MRG ra III--III-i I 1—� gU�I.D� CHECKED CC -..- - -- _ DWG.No. SANfigRD 2150805 JOB No SEE SHEET SDI FOR FTG SCALEAS NOTED DETAILS 2 DATE 7/15/15 TYPICAL ]-.STORY WALL SECTION NTS SD3 SHT j I I W Q NOTE: REFER t0 DETAIL 6 ON 5D3 FOR TYPICAL FRAMING NAILING REQUIREMENTS AROUND OPENING CHANGE IN PLATE (TYPICAL DOUBLE PLATE IN WALL HEIGHT SPICE) 46" MINIMUM SPICE LENGTH MINIMUM NAILING OF(2)TYPICAL HEADER TO KING STUD CONNECTION 2x DOUBLE PLATE (16)0.131"x3" NAILS IN THIS (U.O.N.) NAIL PLATES WITH ZONE. 0.131"x 3" NAILS a 8" O.G. JOINT IN LOWER YERSA-LAM COLUMN PER. ( STAGGERED PLATE PLAN, BREAK TOP PLATE t0 NAIL EACH PLY OF KING AND CRIPPLE JOINT IN UPPER ALLOW BEARING MEMEBER STUDS TOGETHER WITH 0.131"x3-1/4" NAIL STAGGERED NAILS IN PLATE t0 REST ON COLUMN a 6ll O.C. STAGGERED (TYPICAL) T DOUBLE TOP PLATE CONNECT TOP PLATE t0 SEE WALL LAYOUT PLAN FOR I I TYPICAL STUD TO DOUBLE COLUMN w/ (3) 10d TOE CRIPPLE STUD AND KING STUD I PLATE CONNECTION (BEE NAIL IN EA. PLATE REQUIREMENTS DETAIL 1 ON SD3) PROVIDE /4" PLY ON BOT. OF BLOCKB- J SPH4 / 6 INSTALLED NAIL EACH PLATE TO CRIPPLE HORIZONTALLY STUD WITH (3)0.131"x3-1/4" NAILS - TOENAIL (TYPICAL) 2x SIZE, TYPE E SPACING PER PLAN 2x TREATED SILL PLATE Z 0 cvn ATHING W PER i 0 > Ld pAp U W a: O /� 1 1 1 1 1 1 1 1 1 1 1 1 1 w r� •® ®��r� _i ' DOUBLE SILL REQUIRED WHERE ®® _ OPENING WIDTH EXCEEDS 61" •°►' �' Q,,e NAI TO 51 - T AN TYPICAL STUD TO SILL � � ��--. Z L LL CU.O.N.) BUILT UP POS PER PL / PLATE a 3"O.G. CONNECT COLUMN TO FTG PER . -: U PLATE CONNECTION • (SEE DETAIL I ON SD3) = '� PLAN e o T l ANCHOR REQUIRMENTS �. BUILT UP CORNER P05 SEE ANCHORS ON EITHER SIDE OF VERSA LAM IS NOT TO BEAR ON , ai��, `� :3tr DETAIL 5 ON SD3) JOINT IN SILL PLATE BOTTOM PLATE, USE (2) LAYERS OF TYPE 1Q INSTALL 32 O.G. ®';®�.p.•®�• � �_ O 15'" FELT PAPER OR EQUIV. AS TYPE 3 INSTALL i2411 D.C. °®®® ? P� ®®� 3 W VAPOR BARRIER ®® SEE DETAIL 5 THIS SHEET FOR 1-011 ANCHOR TYPES ARCH WINDOW ` DETAIL TYPICAL WALL FRAMING CONDITIONS FRAMING DETAIL. _. NTS Z �o TRUSS (BY o viz ' 0 L LuOTHERS) Q W M 05 O SHEATHING COVERED BASE TRUSSES -a 24" O.G. MAX. I Q 2X8 RIDGE BOA I a n c PER PLAN I � `' W Z�EAri m VALLEY TRUSSES a 24" O.C. BEVEL BOTTOM OF G TRUSSES TO 51T EVENLY ON SHEATHING. E4 GY Z � 0.4-44 moa � O (1)A35 FRAMING ANCHOR OR EQUIV. a 48" O.G. t0 CONT.{ 2x6 COLLAR THE HALF A x 2X4. ?- WAY UP HEIGHT OF NUT w/ 3"x3"xl/4" o ��' a OCONT. 2X4 NAILER WK2)10d NAILS a EA. TRUSS AND MIN. VALLEY. FASTEN W/ C5) WASHER Q O a W� E Z LTB -12 t0 TRUSSES BELOW a 48" O.G. MAX. FASTEN 5YP OR SPF 10d COMMON NAILS ALTERNATE: O �/ W Z O c 2X6 (MIN. WIDTH) PLATE �V E. END. (TYP.) SIMPSON LBPS I/2 W0 . O 0 PROVIDE (4)10d TOE NAILS AT RIDGE BOARD END. THRU 1/16" 0.5.8. SHEATHING -1� SLOTTED WASHER J w w E+ p., G TO PRE-ENGINEERED TRUSS 2X6 S a 24 FENDER w� [� O a Cq E PROVIDE 2x4 BLOCKING w/ (2) 16d NAILS EA. END TO WASHER — Z C BELOW WITH 1/4 x4-1/2 SIMPSON O.G. MAX. Z W CQ TOP CHORDS OF TRUSSES BELOW WHEN RAFTER DOES SDS SCREWS 2X6 PLATE t0 W C) v NOT LINE UP ABOVE TRUSS BELOW TOP CHORD OF EA. TRUSS BELOW ATTACH 2X6 RAFTER TO - - (2) 2x DOUBLE TOP p 1- -- -- - - 2X8 RIDGE BDARD PLATE, U.N.O. Ld FASTEN CONVENTIONAL 2X VALLEY WITH A35 ON ONE SIDE Ld RAFTER FRAMING (OR PRE-ENGINEERED OF RAFTER. ATTACH A35 2 VALLEY TRUSSE5) TO 2X PLATE WITH ON ADJACENT RAFTER (n 51MP50N H2.5 CONNECTORS (5-5d NAILS) TO OPPOSITE SIDE (AS NOTE: ROOT~ SHEATHING I" IU5T BE APPLIED AND FASTENED TO BASE AT EACH RAFTER TO PLATE CONNECTION SHOWN). z ''RU55 PER PLAN5 5EFORE VALLEY FRAMING 15 INSTALLED. WALL STUDS - 61ZE 4 SPACING mad PER PLAN ---- GYPSUM BOARD 2 VALLEY TRUSS CONNECTION DETAIL NTS 3 FIELDFRAME VALLEY NTS MID -POINT � BLOCKING �. OVERFRAME DETAIL BETWEEN STUDS, I/2" THREADED U.N.O. ROD -s 48" O.C. 8 EACH SIDE OF _.. _ OPENING (U.N.O.) PT POST (AS NOTED) CENTER ROD 5Z Q 0 WITHIN DOUBLE 0 STEMWALL OR MONOLITHIC STUD CLIP ALTERNATE: SP's STEMWALL TOP PLATE 1/2" THREADED ROD SET 5" IN 1/2"x10" CAST -IN-PLACE HEADED OR TOP E BOTTOM a EACH STUD � j 00 1/2" THREADED SET EPDXY ET p" IN J -BOLT Cl" EM5EDMENT) WITH ANCHOR BOLTS PER OPTIONAL 1/2 ryry HANGER BY DETAIL I THIS PAGE THREADED r� Fy W W OTHERS 51MP50N TITEN HD STEMWALL PT POST �� (AS NOTED) COUPLING (U.N.O.) � � _I V MONO ITHIC L, 3/8 THREADED ROD SET 4 EXTERIOR BEAM A5 NOTED NUT WITH 2xl/8 IN 0 Li"i1 0 1/2 THREADED ROD SET 4 IN SIMPSON SET EPDXY OR 3/8 x6 WASHER S 0 SI'MP60N SET EPDXY OR 1/2"x8" SIMPSON TITEN HD Lz SIMPSON TITEN HD MONOLITHIC H6 CLIP FROM POST TO BEAM ABU POST NOTE: HOLE SHALL BE � L BASE (AS 10 m o NOTED) CLEARED OF ALL DEBRIS � O 3/8"x6" SIMPSON TITEN HD AND BRUSHED OUT PRIOR TO �-- Z LAP BEAM PLYS AND NAIL AS 0 SHOWN - (5) 0.131 x 3 1/4 NAILS V J Z SILL PLATE �� .INSTALLATION OF ADHESIVE � � PER PL`s' ° o ° 5/8" THREADED W >- Q 0 ROD w/ NUT SET -- 2x TREATED SYP c 2x S`r'P *2 — TRU55 PER a ° H6 CLIP FROM POST TO BEAM ° o° IN ADHESIVE SILL PLATE ) Q I3U!_ T -UP PLAN ° a a ° a 1/2" THREADED o d A GG LIMNS © .4 a q ° 4 EXTERIOR BEAM AS NOTED a . a I I ROD SET 4" IN A g Q_ a a a ' SIMPSON SET 4 D 11 4 d a a s DESIGN DRAWN LEDGER a II a a o 4 EPDXY CFG/BAD MRG PER PLAN a I CHECKED- CC - - TYPE Q TYPE 0 TYPE � � Ll � � U zI DWG.No. 2150805 NOTES - JOB )ILD/ JOB No (2) 2 5YP COL UMN5 ON EITHER SIDE OF GIRDER, 1) CENTER ANCHOR BOLT IN SILL PLATE REGARDLESS 0 __. SCALE PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER OF TYPE, USE 3"x3"xl/4" WASHER SANFORD DATE AS NOTED FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) I/4" x 3 __.----------- ..--_.__— _..----.. _._.._--____-. -.... 1/2" (8 TOTAL) 51MP50N 5D5 5GREW5 2) 2-1/2" MASONRY NAILS (HAND OR POWER DRIVEN) PLAN VIEW '� TOP OF 'OST SIDE VIEu1 a BASE OF POST © � 7/15/15 16" O.G. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT DO NOT CARRY UPLIFT04 �pA� GIRDER TRUSS TONTs s lrz"=1'-r�° � TYPICAL INTERIORe �� 5 ANCHOR 5OLT OPTIONS TYP. CONNECTIONS � EXT. POSTSD4 LEDGER ATTACHMENT DETAIL1/2„�-Qi„ _ SEARING WALL �r�"=�'-m” � SHT FA, FwAll EA FmAll, 1. In Z 0 cvn ATHING W PER i 0 > Ld pAp U W a: O /� 1 1 1 1 1 1 1 1 1 1 1 1 1 w r� •® ®��r� _i ' DOUBLE SILL REQUIRED WHERE ®® _ OPENING WIDTH EXCEEDS 61" •°►' �' Q,,e NAI TO 51 - T AN TYPICAL STUD TO SILL � � ��--. Z L LL CU.O.N.) BUILT UP POS PER PL / PLATE a 3"O.G. CONNECT COLUMN TO FTG PER . -: U PLATE CONNECTION • (SEE DETAIL I ON SD3) = '� PLAN e o T l ANCHOR REQUIRMENTS �. BUILT UP CORNER P05 SEE ANCHORS ON EITHER SIDE OF VERSA LAM IS NOT TO BEAR ON , ai��, `� :3tr DETAIL 5 ON SD3) JOINT IN SILL PLATE BOTTOM PLATE, USE (2) LAYERS OF TYPE 1Q INSTALL 32 O.G. ®';®�.p.•®�• � �_ O 15'" FELT PAPER OR EQUIV. AS TYPE 3 INSTALL i2411 D.C. °®®® ? P� ®®� 3 W VAPOR BARRIER ®® SEE DETAIL 5 THIS SHEET FOR 1-011 ANCHOR TYPES ARCH WINDOW ` DETAIL TYPICAL WALL FRAMING CONDITIONS FRAMING DETAIL. _. NTS Z �o TRUSS (BY o viz ' 0 L LuOTHERS) Q W M 05 O SHEATHING COVERED BASE TRUSSES -a 24" O.G. MAX. I Q 2X8 RIDGE BOA I a n c PER PLAN I � `' W Z�EAri m VALLEY TRUSSES a 24" O.C. BEVEL BOTTOM OF G TRUSSES TO 51T EVENLY ON SHEATHING. E4 GY Z � 0.4-44 moa � O (1)A35 FRAMING ANCHOR OR EQUIV. a 48" O.G. t0 CONT.{ 2x6 COLLAR THE HALF A x 2X4. ?- WAY UP HEIGHT OF NUT w/ 3"x3"xl/4" o ��' a OCONT. 2X4 NAILER WK2)10d NAILS a EA. TRUSS AND MIN. VALLEY. FASTEN W/ C5) WASHER Q O a W� E Z LTB -12 t0 TRUSSES BELOW a 48" O.G. MAX. FASTEN 5YP OR SPF 10d COMMON NAILS ALTERNATE: O �/ W Z O c 2X6 (MIN. WIDTH) PLATE �V E. END. (TYP.) SIMPSON LBPS I/2 W0 . O 0 PROVIDE (4)10d TOE NAILS AT RIDGE BOARD END. THRU 1/16" 0.5.8. SHEATHING -1� SLOTTED WASHER J w w E+ p., G TO PRE-ENGINEERED TRUSS 2X6 S a 24 FENDER w� [� O a Cq E PROVIDE 2x4 BLOCKING w/ (2) 16d NAILS EA. END TO WASHER — Z C BELOW WITH 1/4 x4-1/2 SIMPSON O.G. MAX. Z W CQ TOP CHORDS OF TRUSSES BELOW WHEN RAFTER DOES SDS SCREWS 2X6 PLATE t0 W C) v NOT LINE UP ABOVE TRUSS BELOW TOP CHORD OF EA. TRUSS BELOW ATTACH 2X6 RAFTER TO - - (2) 2x DOUBLE TOP p 1- -- -- - - 2X8 RIDGE BDARD PLATE, U.N.O. Ld FASTEN CONVENTIONAL 2X VALLEY WITH A35 ON ONE SIDE Ld RAFTER FRAMING (OR PRE-ENGINEERED OF RAFTER. ATTACH A35 2 VALLEY TRUSSE5) TO 2X PLATE WITH ON ADJACENT RAFTER (n 51MP50N H2.5 CONNECTORS (5-5d NAILS) TO OPPOSITE SIDE (AS NOTE: ROOT~ SHEATHING I" IU5T BE APPLIED AND FASTENED TO BASE AT EACH RAFTER TO PLATE CONNECTION SHOWN). z ''RU55 PER PLAN5 5EFORE VALLEY FRAMING 15 INSTALLED. WALL STUDS - 61ZE 4 SPACING mad PER PLAN ---- GYPSUM BOARD 2 VALLEY TRUSS CONNECTION DETAIL NTS 3 FIELDFRAME VALLEY NTS MID -POINT � BLOCKING �. OVERFRAME DETAIL BETWEEN STUDS, I/2" THREADED U.N.O. ROD -s 48" O.C. 8 EACH SIDE OF _.. _ OPENING (U.N.O.) PT POST (AS NOTED) CENTER ROD 5Z Q 0 WITHIN DOUBLE 0 STEMWALL OR MONOLITHIC STUD CLIP ALTERNATE: SP's STEMWALL TOP PLATE 1/2" THREADED ROD SET 5" IN 1/2"x10" CAST -IN-PLACE HEADED OR TOP E BOTTOM a EACH STUD � j 00 1/2" THREADED SET EPDXY ET p" IN J -BOLT Cl" EM5EDMENT) WITH ANCHOR BOLTS PER OPTIONAL 1/2 ryry HANGER BY DETAIL I THIS PAGE THREADED r� Fy W W OTHERS 51MP50N TITEN HD STEMWALL PT POST �� (AS NOTED) COUPLING (U.N.O.) � � _I V MONO ITHIC L, 3/8 THREADED ROD SET 4 EXTERIOR BEAM A5 NOTED NUT WITH 2xl/8 IN 0 Li"i1 0 1/2 THREADED ROD SET 4 IN SIMPSON SET EPDXY OR 3/8 x6 WASHER S 0 SI'MP60N SET EPDXY OR 1/2"x8" SIMPSON TITEN HD Lz SIMPSON TITEN HD MONOLITHIC H6 CLIP FROM POST TO BEAM ABU POST NOTE: HOLE SHALL BE � L BASE (AS 10 m o NOTED) CLEARED OF ALL DEBRIS � O 3/8"x6" SIMPSON TITEN HD AND BRUSHED OUT PRIOR TO �-- Z LAP BEAM PLYS AND NAIL AS 0 SHOWN - (5) 0.131 x 3 1/4 NAILS V J Z SILL PLATE �� .INSTALLATION OF ADHESIVE � � PER PL`s' ° o ° 5/8" THREADED W >- Q 0 ROD w/ NUT SET -- 2x TREATED SYP c 2x S`r'P *2 — TRU55 PER a ° H6 CLIP FROM POST TO BEAM ° o° IN ADHESIVE SILL PLATE ) Q I3U!_ T -UP PLAN ° a a ° a 1/2" THREADED o d A GG LIMNS © .4 a q ° 4 EXTERIOR BEAM AS NOTED a . a I I ROD SET 4" IN A g Q_ a a a ' SIMPSON SET 4 D 11 4 d a a s DESIGN DRAWN LEDGER a II a a o 4 EPDXY CFG/BAD MRG PER PLAN a I CHECKED- CC - - TYPE Q TYPE 0 TYPE � � Ll � � U zI DWG.No. 2150805 NOTES - JOB )ILD/ JOB No (2) 2 5YP COL UMN5 ON EITHER SIDE OF GIRDER, 1) CENTER ANCHOR BOLT IN SILL PLATE REGARDLESS 0 __. SCALE PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER OF TYPE, USE 3"x3"xl/4" WASHER SANFORD DATE AS NOTED FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) I/4" x 3 __.----------- ..--_.__— _..----.. _._.._--____-. -.... 1/2" (8 TOTAL) 51MP50N 5D5 5GREW5 2) 2-1/2" MASONRY NAILS (HAND OR POWER DRIVEN) PLAN VIEW '� TOP OF 'OST SIDE VIEu1 a BASE OF POST © � 7/15/15 16" O.G. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT DO NOT CARRY UPLIFT04 �pA� GIRDER TRUSS TONTs s lrz"=1'-r�° � TYPICAL INTERIORe �� 5 ANCHOR 5OLT OPTIONS TYP. CONNECTIONS � EXT. POSTSD4 LEDGER ATTACHMENT DETAIL1/2„�-Qi„ _ SEARING WALL �r�"=�'-m” � SHT TOLERANCES: ALL DIMENSION t0 BE HELD WITHIN +- 11¢" I%" EDGE—) 2y" EDGE r COMMDN Q - _ 2V411 ImdX3" // /-COMMON-- Imd/311 COMMON Z z v OFF. 511DE U U I a I I N N 1DdX311 0 COMMON OFF. SIDE (2)2X4's (2)2X61s (2)2X8' ;> 2x C L JAN I 2X 5U I L T— LIF STUD COLUMN DETAILS 11%"101'-0° OUTSIDE (2) 2x4's EDGE DISTANCE PER DETAIL Q W ImdX3" Z Lu 1:1 INSIDE Z 211 Z_ N 2x's PER DETAIL U U tlJ � T Z I IOdX3" cn OFF. SIDE c0 q P15TANCE PER DETAIL INSIDE E'L'I' NAILS NAILED AT S" O/C 5TAGGERED, OUTSIDE OUTSIDE NAILS NAILED AT S" O/C. 2X's (3) cr (4) 2x COLU�-IN 2X4 ATTACHED TO EA. GABLE 2X4 BRACE WITH (2) 106 NAILS (DA23 FROM STRONGBACK TO DIAGONAL 2X4 BLOCKS, (2)16d NAILS a EA. END. • • BLOCK ADJACENT BAYS a EA. • • DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING t0 BLOCKS UJ/ Sd NAILS (0 11 O.G. 2Xro Dd COMMON NAILS 0 811 O.G. l5) lrod NAILS REFER TO PLANS FOR BRACE TO '-01, MA� EXACT 51ZE OF O.H. BLOCKING CONT 2X4 CONNECTION PER PLAN PRECAST HDR, PER PLAN PER PLAN. SEE GABLE CONNECTION DETAIL FOR REQID CONNECTIONS 4L GABLE BRACING CHART z c 0 H 3 � 2X4'5 a 24" C. BRACING \ UP TO 4'-8" NO BRACE REQUIRED PER PLAN 4,_8„ { H 7,_0 2x4 DIAGONAL BRACE a BRACE 7'-0" < H G 9'-4" (2) 2X4 46" O.G. TO 3RD BAY 9'-4" < HG 14'-0" \ BRACE 14'-0" < REQ'D w/ 5TRONGBACK, STRONGBACK W/ (2) 2X4 \ WU�ov .Cla SEE CHART (5) l(od NAILS \ \ GABLE BRACING (+) BRACE TO \ SEE CHART BLOCKING \ PROVIDE 2x4 BRACE t0 EA. ADJ. DIAGONAL FASTEN I TO DIAGONAL w/(2) lrod STRONGBACK IF NAILS.REQUIRED, SEE GABLE BRACING a4611 O.C. NOT -CHART REQUIRED ro' FROM EAVES. Jl r ,fie GABLE END CONNECTION PER PLAN PRECAST HDR, PER PLAN PER PLAN. SEE GABLE CONNECTION DETAIL FOR REQID CONNECTIONS 4L GABLE BRACING CHART z c 0 H 3 � GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED PER PLAN 4,_8„ { H 7,_0 (1) 2X4 BRACE 7'-0" < H G 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < HG 14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < HG 18'-8" STRONGBACK W/ (2) 2X4 BRACE ROOF SHEATHING, FASTEN PER PLAN PRE—ENG TRUSSES 6 24" MAX. 1 2X12 BOX HDR. U1/2X8 S TOP 4 BOT., FASTEN W1I0dX3" NAILS a 6 O.G. 2X8 TO 2X12. PT 2X12 AT WALL TO BE FASTENED TO PRECA5T UJ/(2)ROWS STAGGERED OF ,44"x4" TAPCON5 a 16" O.G. MAX. S.G.D. PER PLAN, INSTALL PER MAN 2X4 BRACE IF SPECS, REQUIRED SEE CHART. loci COMMON NAILS a 611 O.G. SEE FOUNDATION PLAN FOR EXACT FTG. SIZES 4 GABLE LOCATIONS VERTICAL 2ND 2X4 BRACE i X IF REQUIRED, SEE CHART SLAB OR PAVERS PER PLAN A—A GA5LE VERTICAL 5RACING a r d I -I I 7 �r-rT i-7 rr rr i= �r-rT i-7 FT i-7 rr-rr ALL GABLE BRACING 15 t0 BE SYP'"2 OR BETTER T— C A45LE 3RACINC DETAIL POCKET SLIDER FRAMING DETAIL NTS I_ __ _ . --- -l..._ .... Im w a • co • c".JW O g�``� Q z U a - U Q O z c 0 3 � CONNECTION A m PER PLAN 0 Z W� W s Z N D ooa� O� WU�ov .Cla U Q z c 0 CONNECTION A m PER PLAN 0 Z W� W s D ooa� x M ,.. Q Oa�M rA 0 x J �..,..� . m I a a z Cq HoaH W zo u�� W 0 W (_ 0 Woo 0 5 � D ZU° n �>_ 0W � n o0 Q_ E LTJ O� J OLiO L9 '0 I Z ry IY_Om o F 0�_z �w}-QO 0 Aw Lim DESIGN DRAWN CFG/BAD MRG CHECKED CC DWG.N0' 2150805 JOB No.- "a'uw,l,G ��, SCALE AS NOTED SANFoRD DATE 7/15/15 - --- SFA F1 .. 'G Ttv1�G SD5SHT RECORD COPY 1 3 2� et� fist, uwt