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412 Red Rose Ln 16-3071 (a)THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA, 6HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC; W.H., 200 AMP 5ERVICE, PAVER DRIVE, PAVER LEAD WAX, PAVER ENTRY, AND ACRYLIC AT LANAI. I LOT 27 THORNBROOKE 50 s DAPHIIENE 111 2600 ELEVATION 11 B if GENERAL CON5TRUCTION NOTE5: CHAPTERS AND 5ECTION5 REFER TO RE.C.R. - 5Tq EDITION (2014). NOTE: ANY DIMEN61ON6 AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER51ZE5 OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMEN51ON611 OCCUPANCY AND CON6TRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION, EXTERIOR JJALL ENVELOPE: BUILDER 16 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION lN5TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIORWALL ENVELOPE 15MANTAINED. CEILING CON15TRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RE61DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 112 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 I P55 THAN ;/A INCH (11;q mm) TYPP "Y" rjYPQ1m RnApr) n1p I: Q111VAI r:klT ILMOI: TU= A=AoArIn&I la A I'LOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL60 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mfn) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.6,C.R. - 5TH EDITION (2014) R102.3.5. EXTERIOR FIN15HE& GARAGE RIGHT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB,C.R. - 5TH EDITION (2014) R103,6,1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN & INCHES, OR AS OTHERW15E APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PEP, F.5,CR, - 5TH EDITION (2014) R`103�o2 AND A5TM C 926. PER F.B.G,R. 5TH EDITION (2014) R103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAZE CORRO51ON-RE515TANT WEEP 5CREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR 5TUD WALLS IN ACCORDANCE WITH A5TM C �2&. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVE[) AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL TAYLOR MORRISON COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PEP, F.B.C.R. 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURIN( ;; PER F.B.C.R. 5TH EDITION (2014) R103.65 OR IN ACCORDANCE WITH A5TM C �26. ATI (-('0 (-0t\1T1Pn1 101KITA REDRAW NOTES 10-25-16 CREATED LOT 3PECIFIC PLAN FOR LOT 21, IN THORN15ROXE 50'5, ELEVATION FY ' GARAGIE RIGHT JJ/ PLAN OPTION6 INCLUDIN& FRONT DOOR GLA65 N15ERT, GOURMET <ITCHEN, POG<ET 36.D. AT FAMV' ROOM, FLOOR OUTLET AT FAMO ROOM, RADIANT F)ARRIER, R -3a IN5ULATION, UNDER C451NL I' 1=6HT�NG AT <ITGHEN ONLY, CFIL�N6 F4N PRE-�IRE5,(4) RECE55 CAN LIGPT6 AT M45TER 5UITE, (4) RECE55 CAN LIGkT5 AT FAMILY ROOM, (4) RECE55 CAN LIGHT3 AT BEDROOM 2, (4) IRECE55 CAN L16-HT5 5EF)ROOM1 3, FLOCE) L16HT PRE -WIRE, AND M15C LO� VOLTACiE, PLAN REVISIONS- DRAWINGINDEX COV - GENERAL NOTES, INDEX, SPECIFICATIONS 1 - SLAB INTERFACE PLAN 2A1 - MAIN FLOOR PLAN NOTES 2A2 - MAIN FLOOR PLAN DIMENSIONS 2B1 - UPPER FLOOR PLAN NOTES 2B2 - UPPER FLOOR PLAN DIMENSIONS 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3A1 - FRONT ELEVATION 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 - FLASHING DETAILS 3A4 - FLASHING DETAILS 4A - MAIN FLOOR ELECTRICAL PLAN 4B - UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED IFIOR CODE COMPLIANCE NS EXAMINER DATE SANFQRQ__8_U1LD1NG.UNS_1_QN_ A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE ff)'MIPACTION TEST REQUIRED Results to be Verified at Slab Inspection # 3 0 7 1 'SA Ukpcoj�,y�,) STUCCO CONTROL JOINT5 TO BE INSTALLED PER A5TM C 1063-06 (1.11.4,1 THRU 1,11,4,4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5,F, AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 15 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCUR6,N BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON51DERED AS CONTROL JOINTS. EGIRE65: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE F45HION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVE[) CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103a. WINDOW IN5TALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, L,1U)r_LL1NL1 / UAKALlr= L)I-r_NIN=: THE OPENING BETWEEN THE GARAGE AND LIANG AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 1 3/all IN THICKNESS, SOLID CORE (5-C-) OR HONEYCOMB CORE STEEL DOOR5 NOT LE55 THAN 1 3/a" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 6ELF-CL06ING DEVICE. z FLOOD ZONE REQUIREMENT5: .6 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. C 45PHALT 5HINGLE5 (IF APPLICABLE): 1, WIND RE515TANCE OF ASPHALT SHINGLES, - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5.2.6 AND RW5.2.61 C) 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 \01%111111 tilt, HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A6TM D 226, TYPE I OR TYPE 11, A5TM D 4a&9, TYPE 11 L Ln 0000000 TYPE IV OR A6TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905,21, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A6TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. GLAY AND CONCRETE TILE (IF APPLICABLE): 0: Z THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. 5TH EDITION' (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR 0 1j: 0 z: ,E THE VA61) 15 DETERMINED IN ACCORDANCE WITH SECTION R301.213 RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHEP Z OR THE RECOMMENDATIONS OF RA5 Ila, 119 OR 120, REQUIRED UNDERLAYMENT PER F.13L.R. - 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH A6TM D 226, TYPE 11; A5TM D 262(o, TYPE 11; OR 45TM 1) 1910 OR A5111 1) 63W, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHE ERE THE VAsi) 15 DETERMINE[) IN ACCORDANCE WITH SECTION R301.213 OR THE RECOMMENDATIONS OF RA5 Ila, 119 OR 120, CHIMNEY HEIGHT REOUIREMENT6 (IF APPLICABLE): 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 To BE INSTALLED THE CHIMNEY MUST EXTEND Y-011 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2411 HIGHER THAN THE ROOF OR RIDGE THAT 15 10411 AWAY OR CLOSER. TU13 AND 5HOWER AREA5: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYF15UM BOARD (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1200, C1325, OR C111a AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 6LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF SOL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL TPICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE To ELIMINATE THE ANNULAR SPACE BETWEEN THE PIFIE AND THE 5LEEVE. No TERMITICIDE5 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 D15CHARGE AT LEAST 1 FOOT (305 rnm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRE[) ON ALL BUILDINGS WITH EAVES OF LE55 THAN & INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RA<E5 OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAG: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERKT, 2551BLE FOP, INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. MECHANICAL APPLIANCES SHALL BE ACC PIPING OR DUCTS NOT CONNECTED To THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILIN65 SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, % GAUGE (04 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15EID AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDE[) WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT rl%*4 OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVI51ON5 OF SECTIONS M14113. EXHAU6T FAN6 AND VENITING: 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED To THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING, 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCE[) 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PEWITTED To BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS 11TH16 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 5�0 IN FBC, 2600 ATTENTION GENERAL CONTRACTOR / 5UILDER: 155UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE TI TLE BUILDING CODES PRIOR To COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE To APPLICABLE BUILDING CODES SHALL BE BROUGHT 0 COVER SHEET To THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGE5,NOT RELATED TO THE GENERAL NOTES CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT To ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE To THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 0�1-2�-2016 SHEET cov DAVIS BEWS DESIGN GROVWP L= x 2 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925. 1800 FAX WWWDAVISBEW&COM TAMPA * E>El*-JVER- EST. 1994 'o 0 0i J 0) Tf 0 :3 m . @ 10 Lm > 6 -j CN,) 3OLL 0 0 C 0 0 C 0 cc;: oj 4- _0 00 W z lot L,1U)r_LL1NL1 / UAKALlr= L)I-r_NIN=: THE OPENING BETWEEN THE GARAGE AND LIANG AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 1 3/all IN THICKNESS, SOLID CORE (5-C-) OR HONEYCOMB CORE STEEL DOOR5 NOT LE55 THAN 1 3/a" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 6ELF-CL06ING DEVICE. z FLOOD ZONE REQUIREMENT5: .6 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. C 45PHALT 5HINGLE5 (IF APPLICABLE): 1, WIND RE515TANCE OF ASPHALT SHINGLES, - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5.2.6 AND RW5.2.61 C) 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 \01%111111 tilt, HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A6TM D 226, TYPE I OR TYPE 11, A5TM D 4a&9, TYPE 11 L Ln 0000000 TYPE IV OR A6TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905,21, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A6TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. GLAY AND CONCRETE TILE (IF APPLICABLE): 0: Z THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. 5TH EDITION' (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR 0 1j: 0 z: ,E THE VA61) 15 DETERMINED IN ACCORDANCE WITH SECTION R301.213 RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHEP Z OR THE RECOMMENDATIONS OF RA5 Ila, 119 OR 120, REQUIRED UNDERLAYMENT PER F.13L.R. - 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH A6TM D 226, TYPE 11; A5TM D 262(o, TYPE 11; OR 45TM 1) 1910 OR A5111 1) 63W, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHE ERE THE VAsi) 15 DETERMINE[) IN ACCORDANCE WITH SECTION R301.213 OR THE RECOMMENDATIONS OF RA5 Ila, 119 OR 120, CHIMNEY HEIGHT REOUIREMENT6 (IF APPLICABLE): 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 To BE INSTALLED THE CHIMNEY MUST EXTEND Y-011 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2411 HIGHER THAN THE ROOF OR RIDGE THAT 15 10411 AWAY OR CLOSER. TU13 AND 5HOWER AREA5: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYF15UM BOARD (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1200, C1325, OR C111a AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 6LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF SOL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL TPICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE To ELIMINATE THE ANNULAR SPACE BETWEEN THE PIFIE AND THE 5LEEVE. No TERMITICIDE5 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 D15CHARGE AT LEAST 1 FOOT (305 rnm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRE[) ON ALL BUILDINGS WITH EAVES OF LE55 THAN & INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RA<E5 OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAG: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERKT, 2551BLE FOP, INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. MECHANICAL APPLIANCES SHALL BE ACC PIPING OR DUCTS NOT CONNECTED To THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILIN65 SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, % GAUGE (04 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15EID AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDE[) WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT rl%*4 OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVI51ON5 OF SECTIONS M14113. EXHAU6T FAN6 AND VENITING: 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED To THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING, 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCE[) 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PEWITTED To BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS 11TH16 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 5�0 IN FBC, 2600 ATTENTION GENERAL CONTRACTOR / 5UILDER: 155UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE TI TLE BUILDING CODES PRIOR To COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE To APPLICABLE BUILDING CODES SHALL BE BROUGHT 0 COVER SHEET To THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGE5,NOT RELATED TO THE GENERAL NOTES CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT To ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE To THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 0�1-2�-2016 SHEET cov DAVIS BEWS DESIGN GROVWP L= I 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925. 1800 FAX WWWDAVISBEW&COM TAMPA * E>El*-JVER- EST. 1994 L,1U)r_LL1NL1 / UAKALlr= L)I-r_NIN=: THE OPENING BETWEEN THE GARAGE AND LIANG AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 1 3/all IN THICKNESS, SOLID CORE (5-C-) OR HONEYCOMB CORE STEEL DOOR5 NOT LE55 THAN 1 3/a" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 6ELF-CL06ING DEVICE. z FLOOD ZONE REQUIREMENT5: .6 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. C 45PHALT 5HINGLE5 (IF APPLICABLE): 1, WIND RE515TANCE OF ASPHALT SHINGLES, - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5.2.6 AND RW5.2.61 C) 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 \01%111111 tilt, HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A6TM D 226, TYPE I OR TYPE 11, A5TM D 4a&9, TYPE 11 L Ln 0000000 TYPE IV OR A6TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905,21, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A6TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. GLAY AND CONCRETE TILE (IF APPLICABLE): 0: Z THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. 5TH EDITION' (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR 0 1j: 0 z: ,E THE VA61) 15 DETERMINED IN ACCORDANCE WITH SECTION R301.213 RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHEP Z OR THE RECOMMENDATIONS OF RA5 Ila, 119 OR 120, REQUIRED UNDERLAYMENT PER F.13L.R. - 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH A6TM D 226, TYPE 11; A5TM D 262(o, TYPE 11; OR 45TM 1) 1910 OR A5111 1) 63W, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHE ERE THE VAsi) 15 DETERMINE[) IN ACCORDANCE WITH SECTION R301.213 OR THE RECOMMENDATIONS OF RA5 Ila, 119 OR 120, CHIMNEY HEIGHT REOUIREMENT6 (IF APPLICABLE): 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 To BE INSTALLED THE CHIMNEY MUST EXTEND Y-011 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2411 HIGHER THAN THE ROOF OR RIDGE THAT 15 10411 AWAY OR CLOSER. TU13 AND 5HOWER AREA5: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYF15UM BOARD (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1200, C1325, OR C111a AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 6LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF SOL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL TPICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE To ELIMINATE THE ANNULAR SPACE BETWEEN THE PIFIE AND THE 5LEEVE. No TERMITICIDE5 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 D15CHARGE AT LEAST 1 FOOT (305 rnm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRE[) ON ALL BUILDINGS WITH EAVES OF LE55 THAN & INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RA<E5 OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAG: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERKT, 2551BLE FOP, INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. MECHANICAL APPLIANCES SHALL BE ACC PIPING OR DUCTS NOT CONNECTED To THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILIN65 SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, % GAUGE (04 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15EID AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDE[) WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT rl%*4 OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVI51ON5 OF SECTIONS M14113. EXHAU6T FAN6 AND VENITING: 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED To THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING, 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCE[) 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PEWITTED To BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS 11TH16 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 5�0 IN FBC, 2600 ATTENTION GENERAL CONTRACTOR / 5UILDER: 155UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE TI TLE BUILDING CODES PRIOR To COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE To APPLICABLE BUILDING CODES SHALL BE BROUGHT 0 COVER SHEET To THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGE5,NOT RELATED TO THE GENERAL NOTES CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT To ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE To THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 0�1-2�-2016 SHEET cov I 0 - TAPERED COL. ON 3'-4" H. CONC, 5A5E rwol I 11-411 101-01, x ca LID to 0 -1 co 0) 0 Q c to 2 A/C PAD NO. 2 A/C PAD NO. I . (1) co em 0 N (VERIFY (VERIFY 66 LL C.') ca .0 LD - 00 — -0 LOCATION) j LOCA ION) E Je .c 013 c'j 4- -J (D L. 0 0 0 0 L4;JF z " 2 ov I cQ1 11 811 all G.C, VERIFY ACRYLIC ON LANAI ELEVATION (-) 0'-4" 11'-2" 3'. 4 11 RECE65 FOR POCKET 5LIDER 26-61 5WITCHEI) FLOOR OUTLET G.C, TO DETERMINE EXACT PROVIDE CONDUIT (VERIFY LOCATION) LOCATION OF FLOOR OUTLET IN SLAB FOR PRIOR TO 5LAB POUR 15LANID ELECTRIC oe &2 C�, Mz- REFERENCE ELEVATION OL (o o' -v ,ER L =L LINE OF TILE 6EAT ABV, L'v I ELEVATION —)V�4l� 514OWER 71 REGE55 f )4 2(o'-10" /\\3'- 2 1'- 5 Y-111 F 5 -FT.— Fb�-f -1 C L DRYER WA5HER I -ijd 6 , - SARDEN TUB L JL J ELEVATION 01-4" HEAD/ VALVE 50 GAL! ELEVATION W.H. W 0'-4" c� z L: I i -i L 811 31-411 20'-a" all 21-411 T-411 ELEVATION OL ELEVATION w 0, - o'l 1E IL 1E V A IT 11101 NN 0,_g, IVE LEAD WALK 3'-011 61-01, 22'-0" 40'.011 �B. I I SLAB INTERFACE PLAN_ JOB NUMBER 26002,250 CAD FILE NAME LOT 27 T9 ISSUED 10-25-16 REVISED TITLE SLAB INTERFACE PLAN DAVIS BEWS DESIGN GNOVP 150 STATE STPLEET EAST OU3WMI, FLOIUDA 34677 813. 925.1300 TEL 813. 925.1800 FAX WWWDAVISBEW&COM TAN4PA o- E>Er.4VFR- EST. 1994 Lu a: sa C3 00 0 C; a z Lj .(3 C:) c -j m -j a� LL In C) Lo% IT 'o P.. uj �j*o e- - u! so 0: Z ci .11: 0 Z ke -, ?10 In *10 2600 SHEET 1 5CALE: 1/4" ; '-011 GARAGE RIGHT x ca LID to 0 -1 co 0) 0 Q c to 2 . (1) co em 0 N 66 LL C.') ca .0 LD - 00 — -0 6. 0-1 0 E Je .c 013 c'j 4- -J (D L. 0 0 0 0 L4;JF z " 2 ov JOB NUMBER 26002,250 CAD FILE NAME LOT 27 T9 ISSUED 10-25-16 REVISED TITLE SLAB INTERFACE PLAN DAVIS BEWS DESIGN GNOVP 150 STATE STPLEET EAST OU3WMI, FLOIUDA 34677 813. 925.1300 TEL 813. 925.1800 FAX WWWDAVISBEW&COM TAN4PA o- E>Er.4VFR- EST. 1994 Lu a: sa C3 00 0 C; a z Lj .(3 C:) c -j m -j a� LL In C) Lo% IT 'o P.. uj �j*o e- - u! so 0: Z ci .11: 0 Z ke -, ?10 In *10 2600 SHEET 1 5CALE: 1/4" ; '-011 GARAGE RIGHT DAVIS BEWS DESIGN GNOVP 150 STATE STPLEET EAST OU3WMI, FLOIUDA 34677 813. 925.1300 TEL 813. 925.1800 FAX WWWDAVISBEW&COM TAN4PA o- E>Er.4VFR- EST. 1994 Lu a: sa C3 00 0 C; a z Lj .(3 C:) c -j m -j a� LL In C) Lo% IT 'o P.. uj �j*o e- - u! so 0: Z ci .11: 0 Z ke -, ?10 In *10 2600 SHEET 1 5CALE: 1/4" ; '-011 GARAGE RIGHT 1 1: 1. � I _'� 1 , 11 11 111: 11 111, 1 ! I ALL EMERGENCY E5G4PE AND RESCUE OPENINGS SHALL COMPLY WITH R310 FER F.6,C,R - 5TH EDITION (2014), REFER TO 5HEET 2A2 FOR MAIN FLOOR PLAN W1 DIMENSIONS I TAPERED COLUMN ON 3'-4" H. ARR CONC. I I ' AT 5'-4" AFF. AT 64" ARF, 1.4 5 3 TYPICAL MASONRY UFFER FLOOR 1151� WINDOW SCHEDULE TOTAL LIVING 2612 WINDOW WIDTHS GARAGE 411 6.F. 2011 27" 3111 �311 144 6. . TOTAL 50. FT. WINDOW CALL -OUTS Lm iL �TOF �Y 00 :2,5 -0 8 3 r. 00 2611 vol_U�E �12 3�kl 1/2 32 &H 22 5H 32 5H Lu 00 Z.201 �911 0 13 6H 1/2 33 5H 23 5H 33 5H _j o 5111 U 14 5H 1/2 34 3H 24 5P 34 5H 0 3: — Z 0 b 51-1 112 3� 3k 25 5H 35 5H 1211 3: 16 5H 1/2 5� 5H 2� 5H 3� 5H G.C. VER)IFY �ASONIRY OFDENING5 FOR ALL WINDOW5, ul) Lu JINDOIJ 51ZE5 AND IN5TALLATION MAY \/ARY PER �IANIUFACTURER AND 5FECIFICATION15, 0 z REFER TO FLOOR PLAN5 FOR 5TYLE OF JINDOW J5ED (51N(�LE HJNG-Sk, CA&EMENT- G6tl, OR FIXED eL455- F6.) ALL EMERGENCY E5G4PE AND RESCUE OPENINGS SHALL COMPLY WITH R310 FER F.6,C,R - 5TH EDITION (2014), REFER TO 5HEET 2A2 FOR MAIN FLOOR PLAN W1 DIMENSIONS I TAPERED COLUMN ON 3'-4" H. ARR CONC. I I ' AT 5'-4" AFF. AT 64" ARF, T.O.M. 91-411 AFF 3,4"64" A/C PAD No. 2 A/C PAD NO, I (VERIFY (VERIFY LOCATION) LOCATION) TOM, 9'- 4 11 A.F.F. Lu 3411 H, LOW WALL UNDER COUNTERTOP Lu CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE .1 ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW FIA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN16HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROvIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R3122 I HATCHING LEGEND INSULATE WALL I"14IN FLOOfR 1.4 5 3 6,F, UFFER FLOOR 1151� 6,F. TOTAL LIVING 2612 6,F, GARAGE 411 6.F. LANAI 400 6.F. FORC;H 144 6. . TOTAL 50. FT. 3(033 6.r. > > clJ Lm iL �TOF �Y 00 :2,5 -0 8 3 r. 00 LANDING vol_U�E E a: Q 0 � T.O.M. 91-411 AFF 3,4"64" A/C PAD No. 2 A/C PAD NO, I (VERIFY (VERIFY LOCATION) LOCATION) TOM, 9'- 4 11 A.F.F. Lu 3411 H, LOW WALL UNDER COUNTERTOP Lu CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE .1 ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW FIA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN16HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROvIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R3122 I HATCHING LEGEND INSULATE WALL I"14IN FLOOfR 1.4 5 3 6,F, UFFER FLOOR 1151� 6,F. TOTAL LIVING 2612 6,F, GARAGE 411 6.F. LANAI 400 6.F. FORC;H 144 6. . TOTAL 50. FT. 3(033 6.r. MAIN FLOOR PLAN NOTES 5CALE: 1/4" - 1'-0" GARAGE RIGHT JOB NUMBER 26002.250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED x ca o Lo 0 0 _j , 0 _j co 0) 1 150 STATE STRJ= FAST OLDWAk FLORMA 34677 813. 925.1300 TEL .2 coo) 2 VV\VW.E)AVISBEWS.00M TAMPA * IDENVER_ > > clJ Lm iL 00 :2,5 -0 8 3 r. 00 E a: Q 0 � cm 0 00 Z.201 JOB NUMBER 26002.250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED 0, low Ln so cf) P *0 z L6 0 111111 ito 0 (n 1�mmq 00 0 >= o <_ vo Ilu 2600 TITLE MAIN FLOOR PLAN NOTES ..I 2A1 I- DAVIS BEWS DESIGN GROVP 1 1 150 STATE STRJ= FAST OLDWAk FLORMA 34677 813. 925.1300 TEL 813. 925. 1800 FAX VV\VW.E)AVISBEWS.00M TAMPA * IDENVER_ � EST. 1994 F---, I 0, low Ln so cf) P *0 z L6 0 111111 ito 0 (n 1�mmq 00 0 >= o <_ vo Ilu 2600 TITLE MAIN FLOOR PLAN NOTES ..I 2A1 I- Ell, F 'g rAWfA MAIN FLOOR PLAN D IMENSIONS 5CALE; 1/4" : V-61 GARAGE RIGHT 11-411 J-411 1'411 x (a 150 STATE STPLEET FAST OLDgMk FLORMA 34677 813. 925.1300 TIEL 813. 925.1800 FAX VV\VWJ:)AV1SBEWS,C0M TAMPA o E:)EU14VF11_ 0 if) '0100 Y-011 0 REFER TO 5HEET , 0 co 2A FOR MAIN FLOOR LNOTE5 em co zi j c" PLAN W1 6m LL 00 1-:3 0 0 _j c 0 -- — — — — — — — — — — – — — — — — — — — — — — — — — — -- — – — — — — — — — — — — — — — 3�E iL a) 00 z lot all I Fr 11 a 611 LANAI BRKFST r 1 61-211 FAMILY ROOM MASTER SUITE 0 0 2 0 000 KITCHEN 4% 2' .10' 21 -411 -411 L — — — 21 PWDR PWDR -211 31-411 4'-&" -1, 2 41-111 Fo% BATH DINING 0 all 12'-4" 51.all 31 -all 211 all bl- 31411 11 -all 61-411 UTIL. 0 c I IL 'T 1 0 '111 .J [a. 1 (o'-411 61.(011 4'-&" M.O. a_� 2'-4" PORCH - - - - - - - - - - Am L 11-211 11-211 + L — j 21-41' T-411 51-411 — — — — – GARAGE --------------------- J REFER TO 5HEET 2AI FOR MAIN FLOOR PLAN W1 NOTE5 161-01, M.0, 221-oll 40'-0" MAIN FLOOR PLAN D IMENSIONS 5CALE; 1/4" : V-61 GARAGE RIGHT JOB NUMBER 26002.250 CAD FILE NAME LOT 27 T8 ISSUED 10-25-16 REVISED x (a 150 STATE STPLEET FAST OLDgMk FLORMA 34677 813. 925.1300 TIEL 813. 925.1800 FAX VV\VWJ:)AV1SBEWS,C0M TAMPA o E:)EU14VF11_ 0 if) '0100 , 0 co 0 MOM em co zi j c" 6m LL 00 1-:3 0 0 _j c 0 3�E iL a) 00 z lot JOB NUMBER 26002.250 CAD FILE NAME LOT 27 T8 ISSUED 10-25-16 REVISED 0 cvp fill/, see 4 669*9 so 0 cr_: Z 0: 0 6 z C z C -D 0 0 00 0 >OEM 0 10 *11 0 0 2600 TITLE MAIN FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GKOVP 150 STATE STPLEET FAST OLDgMk FLORMA 34677 813. 925.1300 TIEL 813. 925.1800 FAX VV\VWJ:)AV1SBEWS,C0M TAMPA o E:)EU14VF11_ EST. 1994 (---- 0 cvp fill/, see 4 669*9 so 0 cr_: Z 0: 0 6 z C z C -D 0 0 00 0 >OEM 0 10 *11 0 0 2600 TITLE MAIN FLOOR PLAN DIMENSIONS ALL EMERGENC'� E5CAFE AND RE5CUE OPENING5 5PALL COMPLY WITH R310 PER F,B,G,R, - �TH EDITION (2014). - * * * * * * * I 2xb EXTERIOR FRAME WALL (U.N.O.) CLEAR OFIENING HEIGHT6 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE6 A130YE THE FIN15HEI) GRADE OR 5UR-AGE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 6HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15HEI) FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED. OPERABLE 5ECTION6 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FN15HED FLOOR PER F-5-G.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEYICE5 AND WINDOW GUARD5, WHERE PROVIDE[), 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 20�O PER F.B.C.R. - 5TH EDITION (2014) R312.2 UPPER FLOOR PLAN NOTES 5CALE: 1/4" -- l' -O' GARAGE RIGHT TYPICAL WOOD FRAME x (o WINDOW SCHEDULE 150 STATE STkEET FAST CLDSMA& FWRMA 34677 813 925 .1300 TEL 813 925 .1800 FAX WWWDAVISBEW&COM T,kN4PA o E)ET%� —_� EST. 1994 F--- WINDOW WIDTHS 0 2011 24 3� 4E V) WINDOW CALL -OUTS Lo 04 Lo Q0JL 2011 ca c .0 LD 0.01, lEla F'cl, 201a F.G. 301a F.G. 401a F.G. uj 3�E 4) 0 I to — 41 00 (D z cll 0, 2411 0 lE20 F.6. 2020 F.C�. 3020 F.G. 4020 F.G. 0 3�11 U IE30 5H 2030 5P 3030 5H 4030 5H C) 7" 4011 0 1040 5H 2040 5H 3040 5H 4040 5H �o 3: 1�50 3H 2050 5H 3050 5H 40�0 5H 121, 660 5H 2060 5P 3060 5H 4060 5H Gf, VERIFY ROUGH OFENING5 FOR ALL 1100115, Lu WINE)OW 51ZE5 AND NFALLATION MAY VARY FIER F_ MANUFACTURER AN[) 5F)ECIFICATION5. 0 REFER TO FLOOR FLAN5 FOR 5TYLE OF JN[)OUJ J5ED (5lNnLE HUNG-�H, CA5EMENT- C5MT, OR FIXE[) 6 L A 5 5 - F. C-�,) ALL EMERGENC'� E5CAFE AND RE5CUE OPENING5 5PALL COMPLY WITH R310 PER F,B,G,R, - �TH EDITION (2014). - * * * * * * * I 2xb EXTERIOR FRAME WALL (U.N.O.) CLEAR OFIENING HEIGHT6 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE6 A130YE THE FIN15HEI) GRADE OR 5UR-AGE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 6HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15HEI) FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED. OPERABLE 5ECTION6 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FN15HED FLOOR PER F-5-G.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEYICE5 AND WINDOW GUARD5, WHERE PROVIDE[), 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 20�O PER F.B.C.R. - 5TH EDITION (2014) R312.2 UPPER FLOOR PLAN NOTES 5CALE: 1/4" -- l' -O' GARAGE RIGHT JOB NUMBER 26002.2,50 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED x (o 150 STATE STkEET FAST CLDSMA& FWRMA 34677 813 925 .1300 TEL 813 925 .1800 FAX WWWDAVISBEW&COM T,kN4PA o E)ET%� —_� EST. 1994 F--- Lo 0 0 0 0 -i 'o 0 -i co . 0 c t! sm .2 Lo 04 Lo Q0JL 00 ca c .0 LD 0.01, 6. :3 0 0 _j c 0 3�E 4) 0 I to 0 cm 41 00 (D z cll 0, JOB NUMBER 26002.2,50 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED 0 CD T� -Z% 00 % L A tz A" O:Z= 110, 0 % 1104. 00 0 0 10 26001. T/ TLE UPPER FLOOR PLAN NOTES SHEET 2Bl___ DAVIS BEWS DESIGN GROVP 150 STATE STkEET FAST CLDSMA& FWRMA 34677 813 925 .1300 TEL 813 925 .1800 FAX WWWDAVISBEW&COM T,kN4PA o E)ET%� —_� EST. 1994 F--- 0 CD T� -Z% 00 % L A tz A" O:Z= 110, 0 % 1104. 00 0 0 10 26001. T/ TLE UPPER FLOOR PLAN NOTES SHEET 2Bl___ FiH 111], 1111 11 IN UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = 14" GARAGE RIGHT --------------— — — — — — — — — — — — — — • X ro w 150 STATE STREET EAST OL XNM FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA No DENVER — — I 0 O 0 JM 0N -/ I I m I 2 JN L L 13 IL I - roc r �Unti I 40'-0" 0 C0 I u oj LJ �f0 4'-4" 4'-4" 13'-2" o 3'-2" ZaGo BEDROOM 3 BEDROOM 2 I I m _ T-10" 3'-8" 15' 9" 3'-6" 9'-3" - - - - - 1n N - - - v m N m I BATH 3 BATH 5'-6" 2'-4" 3'-8" n. 5'-9" 10'-0" 6.. M 3'-0" 79" � 2 56 - - I N 6" LOFT DEN BEDROOM 4 — V! N M 12'-1" 3'-2" I 5'-10" I 28'-4" 40'-0" I L----------------------� I � I I I I I REFER TO SHEET I I 261 FOR UPPER FLOOR PLAN W1 NOTES I I I UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = 14" GARAGE RIGHT JOB NUMBER 26002.250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED • X ro w 150 STATE STREET EAST OL XNM FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA No DENVER . a EST. 1994—� r0 -j 0 O 0 JM 0N -/ M N L 2 JN L L 13 IL p roc r �Unti 0 C0 �. h orn u oj LJ �f0 o ZaGo JOB NUMBER 26002.250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED • TITLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OL XNM FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA No DENVER . a EST. 1994—� • TITLE • UPPER FLOOR PLAN DIMENSIONS TRU55E5 ATTIC ACCESS DETAIL 5CALE: 1/2" . V-011 >-51/4" GROWN MOULDING 5MOOTH FIN15H W1 5EMI GLO56 PAINT /—, 1/41' 5A5E BID, (1443) FOYER ARCH (�p 6CALE: 1/4" - 11-011 G.0, VERIFY 5HIM A5 POP-UP OUTLET5 r 777-7777—= x 2x 5TUID5 (PER 5TD. PLAN) OPEN 0 CABINET OUDSWAR, FLORMA 34677 0.5.6. 813. 925.1800 FAX 0 ACKING EST. 1994 >-51/4" GROWN MOULDING 5MOOTH FIN15H W1 5EMI GLO56 PAINT /—, 1/41' 5A5E BID, (1443) FOYER ARCH (�p 6CALE: 1/4" - 11-011 G.0, VERIFY 5HIM A5 POP-UP OUTLET5 r x 2x 5TUID5 (PER 5TD. PLAN) 5A5E 0 CABINET OUDSWAR, FLORMA 34677 0.5.6. 813. 925.1800 FAX 0 ACKING EST. 1994 1/2" DRYWALL CALI. TOP 5CALE: 1/2" : 1'-07 FAIR NOTE5: RAILING 15ALU�TER5 5HALL BE 5FACED 50 THAT A 41' 5PHERE CANNOT P455 THROUGH. THE TRIANGULAR OPENING5 FORMED BY THE I TREAD AND E30TTOM RAIL OF A GUARD AT THE OPEN 51DE OF A 5TAIRWAY ARE PERMITTED TO BE A 5UCH A 51ZE THAT A 5PHERE OF 6 INCPE5 CANNOT PA55 THROUGH OPENING5 FOR REQUIRED GUARD5 ON THE 5111 OF 5TAIR TREAD5 5HALL NOT ALLOW A 5PHERE 4 3/a INCHE5 TO PA55 THROUGH HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY5 5HALL BE GONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T R15ER. HANDRAIL END5 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO3T5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A �PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND PANDRAIL5. CONTINUOU5 GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAIL5 AND HANDRAiL5 TO C COMPLY OTH `BC R301 AND TABLE R3015 PER F.B.C.R. - 5TH EDITION (J2014). 2xa J015T (TYR) (2) 26 — 5EAM5 (TYP.) 5TORAGE UNDER 5TAIR5 i -CEILING 4" DIA. 1) RY E R DUCT �0' DRYER VENT DETAIL 1, LANDING 1, 0 TREAD5 AT 10,00" EACH UNDEIR-5TAIR PROTECTION ENCL05EE) ACCE5515LE 5PACE UNDER 5TAIR5 5HALL HAVE WALL5, UNDER-5TAIR 5URFACE AND ANY 5OFFIT PROTECTED ON THE ENCL05ED 5IDE W/ 1/2 INCH GYP5UM BOARD PER R5C.R. - 5TH EDITION (2014) R302.1 5CALE: 1/4" - V-011 FLOOR 5Y5TEM BEAM cq U 36" H. - RAILING 5TAR5 IN ` FOREGROUND LANDING 8 TREAD5 AT 10-00" EACH STAIR SECTION_ 5GALE: 114" = 1'-0' — 3/4 " PIL YWD DECKING FLOOR 5Y5TEM BEAM La Lu ID rj 81 PLAN DETAILS 5CALE: 1/4" : 14" GARAGE RIGHT JOB NUMBER 26002,250 CAD FILE NAME LOT 27 T8 ISSUED 10-25-16 REVISED x DAVIS BEWS LO 0 Lo 0 DESIGN GROVP 0 -j 0 -i co OUDSWAR, FLORMA 34677 813 . 925 .1300 TIEL 813. 925.1800 FAX 0 TAMPA * E)El*-J� EST. 1994 J C" Lo iL 00 0 0 -j co E rL- W 0 -14 0 ;: cm J.- 0 0 400 00 (c) z c" 2 'Or JOB NUMBER 26002,250 CAD FILE NAME LOT 27 T8 ISSUED 10-25-16 REVISED co 0 low C) Ln 4�1 00 C/o 0 z 4- 0 00 2600 o TI TL E PLAN DETAILS SHEET 2C L�:-- =4!j DAVIS BEWS DESIGN GROVP 150 STATE STR-EET EAST OUDSWAR, FLORMA 34677 813 . 925 .1300 TIEL 813. 925.1800 FAX WM/W.DAVISBEW&COM TAMPA * E)El*-J� EST. 1994 co 0 low C) Ln 4�1 00 C/o 0 z 4- 0 00 2600 o TI TL E PLAN DETAILS SHEET 2C L�:-- =4!j ROUNDED TOP FOR WATER PIN-11pp PRE-FIN15HED 5TYROFOAM OR EQUAL BRACKET FRONT VIEW SIDE VIEW DECORATIVE BRACKET "B" DETAIL 5CALE: 1/2" - '-011 UFAR OPENINCi �EIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES AE30VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW I& LOCATED. OPER45LE 6ECTION6 OF WINDOW& &HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF 4 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED 0PIN 24 INCHES OF THE FINISHED FLOOR, PER F.B,C,R, - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEvICE5 AND WINDOW GUARD5, WHERE PROVIDE[), SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 20910 PER F,B,C.R. - 5TH EDITION (2014) R312.2 2; 2 11/2 " THICK 5AND FIN15H <EY570NE (IF APPLICABLE) RA15ED 5AND FIN16H TEXTURE[) BANDING I 'I " 1c,") F� I I -"I (y w AINLi nAINL) "11I N: 10 1 VINr-0 (WHMM X APPL CABLE) IF THICKNE55 15 TO BE 1- DIFFERENT IT WILL BE CALLED OUT AT 01, ��5 SPECIFIC KEYNOTE GALL -OJT N, V—3/411 THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE GG. VERIFY TRIM AT DOORS AND WINDOW5 TO 5E TRIM BOARD WHEN ADJACENT TO SIDING, AND FOAM BANDING WHEN ADJACENT TO 5TUCCO SCALE: 3" : 4" E:7/7 1 FRONT VIEW SIDE VIEW TYP. WINDOW/ DECORATIVE TYP. COLUMN DOOR TRIM DETAIL BRACKET "A" DETAIL DETAIL SCALE: 1/21' : 11-01i 6CALE: 1/2" t '-011 SCALE 1/4" - 1'-0` FLT. HT. 1+ DAAINL�IIINL3 — (TYP,) DECORATIVE FIXED SHUTTERS (TYP.) 5%CCO FINISH SECOND F.F. LINE TOM. SMOOTH 5TUCCO FIN15H TEXTJRED FIN15H MAIN FF. LINE GRADE LINE (ASSUMED) til 12 DECORATIVE 12 BRACKET "A" �EI' INNNNNNNN—Nm (SEE DETAIL) STUCCO (TYFI,) F IN 15H 4" TRIM 12 BID. 6HIN6LE ROOF til (TYP.) (TYP.) 12 ��LlliiN INNNNNNNN—Nm L0 q Lo 0 361, H. ___/ DECORATIVE RAILING 4INGLE ROOF� G.C. VERIFY ALUMINUM OVER 24 5UB-FA5C�A (TYPICAL) L /-5TUCCO BID, AN[ /8HINGLE BATTEN ROOF7 (TYP.)�, A TEMP. — 51DE LT. 12 41-011 1 4'.011 (TYP.) (TYP.) 12 DAVIS BEWS DESIGN GROVP INNNNNNNN—Nm L0 q Lo 0 2'-0" l� 24" L (TYP.1 (TYP.) 5HINGLE ROOF I 01 NEI ME' NEI G.C. A RIFY GL A55 IN5ERT FOR FRONT FRONT ELEVATION DOOR, SCALE: 1/4" : I'-0` PLT. HT. 4" BANDING ( (Ty TYP.) 5TUCCO FIN15H DECORATIVE FIXED 5HUTTER5 (TYR) I' -I` TRIM 51). 5ECOND F.F. LINE 6" BAND ING (TYP.) TO.M. DECORATIVE BRACKET T a LIA (5 - m: (oil (SEE DETA L) ( (TY TYP.) COACH LIGHT (TYPJ E3 M-7 TEXTURED FIN16H VGRADE LINE (A55UMED) ELEVATION "B" GARAGE RIGH 0 JOBNUM8ER 26002,250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED x W DAVIS BEWS DESIGN GROVP INNNNNNNN—Nm L0 q Lo 0 TAMPA 9 ]DENVER- -_� EST. 1994 0 _j 0 -1 c., 1-0) co cq '5(00) .2 0 6 zz-111 . LL 66 00 -0 0 0 _j c 0 iL- 4) 0 1 E _�c 0) (o (,4 ;: J.- (D 0 0 L*s 00 I� (o 01 z =�— I 0 JOBNUM8ER 26002,250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED 1 714- C 0 0 V 0) LL N. 0 tz Uj d �R 0: F_Z; cn u I 00 o 0 2600 14 TITLE FRONT ELEVATION DETAILS im�immi DAVIS BEWS DESIGN GROVP INNNNNNNN—Nm 150 STATE STR= FAST OLDSMAR, MORMA 34677 813 . 925 .1300 TF -L 813 . 925 . 1800 FAX NV\VW.E)AV1SBEWS.00M TAMPA 9 ]DENVER- -_� EST. 1994 1 714- C 0 0 V 0) LL N. 0 tz Uj d �R 0: F_Z; cn u I 00 o 0 2600 14 TITLE FRONT ELEVATION DETAILS im�immi LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 400 SQ. FF. 1300 = 1.33 SQ. Fr. X 144 = 192 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 96.00 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = I TOTAL SOFFIT VENTILATION NEEDED 4 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT 5,2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF I SOFFIT VENTS REQUIRED, PER MANUFACTURERS SPECIFICATIONS OF NET FREE AREA PER VENT, – ------------ T --------------- LT I _T -------------- - ---------- 4:12 4:12 L --------------------------------------------------- - OFF -RIDGE VENT (TYP.) UPPER ROOF 42" H, VENT REQUIREMENTS ROOF PLAN CENTER OVER GARAGE DOOR 5CALE: 1/6' - 11-01[ 0 0 GARAGE ROOF 6:12 RIDGE 6:12 VENTILATION CALCULA71ONS G.C. VERIF� FLOOR 5Y5TEM Lo 60 u. 6 0 _ OPEN T ATTIC AREA = 1465 SQ. FT. / 300 = 4.88 SQ. FT. R -3a IN5�LATION \DINING VENTILATION CALCULATIONS X 144 = 703 SQ. IN. C4 0 00 co 0 41 Z Fj ATTIC AREA = 609 SQ. Fr. 1300 = 2.03 SQ. Fr. HALF AT UPPER 2/3 ROOF VENTS = 351.60 SQ, IN. G.G. VERIFY X 144 = 292 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 RADIANT 5ARRIER HALF AT UPPER 2/3 ROOF VENTS = 146.16 SQ. IN. TOTAL SOFFIT VENTILATION NEEDED 13 SQ. Fr. # UPPER 2/3 ROOF VENTS REQUIRED = 2 VENT CALCULATIONS BASED ON THE FOLLOWING TOTAL SOFFIT VENTILATION NEEDED 6 SQ. FT. 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT VENT CALCULATIONS BASED ON THE FOLLOWING 5.2 SQ. IN, PER SQUARE FOOT OF SOFFIT VENT 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT 5.2 SQ. IN, PER SQUARE FOOT OF SOFFIT VENT HATCHING INDICATE5 LINE OF RECE55 IN TRU55E5 6;12 6:12 FOR HANGING Alk 6 ----------------- -------- 11.011 z, F -I LL _J -------- L J 6:12 0: 1� LLJ - - - - ------ ------ 1112" THICK 6AND FIN15P KEY5TONE 7 C) cl mi 3/411 THICK (IF APPLICABLE) TEXTURED BANDING NOTE: T1415 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED O�T AT 5PECIFIG KEYNOTE CALL -OUT IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND A5TM G 1063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.5,CR, - 5TH EDITION (2014� R103fo,? AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 5CALE: 31' - 1'-0" CLEAR OPENING HE�GH`76 IN DWELLING �NIT5, WHERE THE OPENING OF AN OPFR45LE WINDOW 15 LOCATED MORE THAN 12 NCHE5 AE30YE THE FIN6HED GRADE OR 5URF4CE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGkE5 ABOVE THE FINI&ED FLOOR OF THE ROOM IN WHICH THE WINDOW i� LOCATED OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED OTPIN 24 INGqE5 OF THE FIN15PED FLOOR PER F.&C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICE5 AND UNDOW GUARD5, WHERE PROVIDE[), 5H4LL COMPLY WITH THE REQUIREMENT$ OF 45TM F 2090 PER F.B.C.R. - 5TH EDITIoNj (2014�'IR312,2 12 4 UAA 5 BEAM EAm- PORC� PLT. HT. 361-411 (VERIFY W1 TRU56 MANUR) 12 ROOF TRU55E5 AT 24" O.C. (TYPICAL) OPEN i oF T 42" H, x ROOF PLAN CENTER OVER GARAGE DOOR 5CALE: 1/6' - 11-01[ 0 0 GARAGE ROOF 0) cl VENT REQUIREMENTS .0 a I —I Lo > >.J 04 G.C. VERIF� FLOOR 5Y5TEM Lo 60 u. 6 0 _ OPEN T R -3a IN5�LATION \DINING VENTILATION CALCULATIONS C4 0 00 co 0 41 Z Fj ATTIC AREA = 609 SQ. Fr. 1300 = 2.03 SQ. Fr. G.G. VERIFY X 144 = 292 SQ. IN. RADIANT 5ARRIER HALF AT UPPER 2/3 ROOF VENTS = 146.16 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 2 TOTAL SOFFIT VENTILATION NEEDED 6 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT 5.2 SQ. IN, PER SQUARE FOOT OF SOFFIT VENT 1112" THICK 6AND FIN15P KEY5TONE 7 C) cl mi 3/411 THICK (IF APPLICABLE) TEXTURED BANDING NOTE: T1415 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED O�T AT 5PECIFIG KEYNOTE CALL -OUT IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND A5TM G 1063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.5,CR, - 5TH EDITION (2014� R103fo,? AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 5CALE: 31' - 1'-0" CLEAR OPENING HE�GH`76 IN DWELLING �NIT5, WHERE THE OPENING OF AN OPFR45LE WINDOW 15 LOCATED MORE THAN 12 NCHE5 AE30YE THE FIN6HED GRADE OR 5URF4CE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGkE5 ABOVE THE FINI&ED FLOOR OF THE ROOM IN WHICH THE WINDOW i� LOCATED OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED OTPIN 24 INGqE5 OF THE FIN15PED FLOOR PER F.&C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICE5 AND UNDOW GUARD5, WHERE PROVIDE[), 5H4LL COMPLY WITH THE REQUIREMENT$ OF 45TM F 2090 PER F.B.C.R. - 5TH EDITIoNj (2014�'IR312,2 12 4 UAA 5 BEAM EAm- PORC� PLT. HT. 361-411 (VERIFY W1 TRU56 MANUR) 12 ROOF TRU55E5 AT 24" O.C. (TYPICAL) OPEN i oF T SECTION AA /'HINGLE ROOF/ PLT. HT. 12 5CALE: I/a` - I'-011 /5TUCCO 5HINGLE F IN I 5H�7 ROOF 5EGOND FF. LINE 4 r- all 5EGOND FF. LINE TOM. T.OM, 101, 5TUCC( TEXTURED /TEXTURED FIN15H FIN15H FIN15�;7 MAIN FF LINE MAIN FF. LINE GRADE LINE (A55UMED) PLT. HT 5TUCCO FIN15H 12 5ECOND FF, LINE 4 t --- TOM. LEFT ELEVATION /61HINGLE ROOF/ 5PINGLE ROOF — 5CALE: Ill : I'-O'l 12 12 4 G.C. VERIFY ALUMINUM OVER 2xb 5U5-FA5CIA (TYPICAL) 5HINGLE ROOF – 12 -14 G.C. VERIFY ALUMINUM OVER 2x6 5U5-FA5CIA (TYPICAL) PLT. 4T. �5TUCCO 9 12 FIN15H b�l 5ECOND FF. LINE T.O.M. TEXTURED FIN15H L MAIN FF. LINE tL1 TEMP GRADE LINE (1455UMED) REAR ELEVATION 5CALE: 1/5" -- I'-011 5HINGL ROOF OL Lu 12 all Lu 5HINGLE Lu ROOF T.O.M. �_I21-011 TYP. /TEXTURED RETURN [TEMP] FIN16H AT 61DE5 �7 MAIN FF. LINE GRADE LINE ---/"o (A55UMED) > 12 4INGLE ROOF/ /5TUCCO FIN15H;7 5ECOND FF. LINE TEXTURED FIN15H MAIN FF. LINE $11 /TEXTURED FIN15H7 LINTEL (71 ___1 Lu "A 12 TOM, TYP. RETURN AT 5IDE5 MAIN FF. LINE G,C. VERIFY ALUMINUM OVER 2xb 5U5-FA5CIA (TYPICAL) PLT. HT. 5HINGLE ROOF 12 __j 4 5EGOND FF, LINI z ZTEX%RED TEXTURED FIN15P MAIN FF. LINE RIGHT ELEVATION 5CALE: 1/8" - I'-011 ELEVATION "B" 42" H, x TAMPA e IDE214VEI�_ EST. 1994 r Lo C) 0 LOW WALL 0 0 0) cl (D cl) am .0 a I —I Lo > >.J 04 FLOOR 5Y5TEM Lo 60 u. 6 0 _ OPEN T KITCHEN \DINING E0 C4 0 00 co 0 41 Z Fj SECTION AA /'HINGLE ROOF/ PLT. HT. 12 5CALE: I/a` - I'-011 /5TUCCO 5HINGLE F IN I 5H�7 ROOF 5EGOND FF. LINE 4 r- all 5EGOND FF. LINE TOM. T.OM, 101, 5TUCC( TEXTURED /TEXTURED FIN15H FIN15H FIN15�;7 MAIN FF LINE MAIN FF. LINE GRADE LINE (A55UMED) PLT. HT 5TUCCO FIN15H 12 5ECOND FF, LINE 4 t --- TOM. LEFT ELEVATION /61HINGLE ROOF/ 5PINGLE ROOF — 5CALE: Ill : I'-O'l 12 12 4 G.C. VERIFY ALUMINUM OVER 2xb 5U5-FA5CIA (TYPICAL) 5HINGLE ROOF – 12 -14 G.C. VERIFY ALUMINUM OVER 2x6 5U5-FA5CIA (TYPICAL) PLT. 4T. �5TUCCO 9 12 FIN15H b�l 5ECOND FF. LINE T.O.M. TEXTURED FIN15H L MAIN FF. LINE tL1 TEMP GRADE LINE (1455UMED) REAR ELEVATION 5CALE: 1/5" -- I'-011 5HINGL ROOF OL Lu 12 all Lu 5HINGLE Lu ROOF T.O.M. �_I21-011 TYP. /TEXTURED RETURN [TEMP] FIN16H AT 61DE5 �7 MAIN FF. LINE GRADE LINE ---/"o (A55UMED) > 12 4INGLE ROOF/ /5TUCCO FIN15H;7 5ECOND FF. LINE TEXTURED FIN15H MAIN FF. LINE $11 /TEXTURED FIN15H7 LINTEL (71 ___1 Lu "A 12 TOM, TYP. RETURN AT 5IDE5 MAIN FF. LINE G,C. VERIFY ALUMINUM OVER 2xb 5U5-FA5CIA (TYPICAL) PLT. HT. 5HINGLE ROOF 12 __j 4 5EGOND FF, LINI z ZTEX%RED TEXTURED FIN15P MAIN FF. LINE RIGHT ELEVATION 5CALE: 1/8" - I'-011 ELEVATION "B" JOB NUMBER 26002.250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED u oz DAVIS BEWS DESIGN GROVP x TAMPA e IDE214VEI�_ EST. 1994 r Lo C) 0 0 0 0) cl (D cl) am .0 a I —I Lo > >.J 04 Lo 60 u. 4rs . 0 0 .0 0 C 0 E0 C4 0 00 co 0 41 Z Fj JOB NUMBER 26002.250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED u R Nov N Ills % 0 22 U3 0 0 0 0 un FM=4 00 vo 2600 TI ILE SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION ]"DETAILS SHEET 3B2 oz DAVIS BEWS DESIGN GROVP 150 STATE STR= EAST OUYAAA& FLOIUDA 34677 813. 925.1300 TEL 813. 925.1800 FAX VVWW.DAVISBEWS,C0M TAMPA e IDE214VEI�_ EST. 1994 R Nov N Ills % 0 22 U3 0 0 0 0 un FM=4 00 vo 2600 TI ILE SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION ]"DETAILS SHEET 3B2 BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING )I- IVIA I tzK1AL t'tN VATIONS WITH APPROVED )ERLAYMENT (REFER TO IER SHEET) :-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN Aj-,\ BRG. HGT M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOWTRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A )ODEN )ING SILL PLATE SEE NOTE #2 ----J f WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY_ EXTERIOR SHEATHING k6�1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER 09- 0 SILL PLATE ' LL (SEE DETAIL B OPTIO 2 FOR OPTIONS) CORNER PATCH FLASHING NOTES: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE t 6A Rl��Rj� THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE (ASSEMBLED WINDOW) 15/32 O.S.B. SHEATHING x 0 DAVIS BEWS DESIGN GPOVP BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z A EST. 1994 Fz�- I -j , 0 0 -1 co FLASHING UNDER S.G.D. AS v RUBBER MEMBRANE BEYOND SHOWN, PROVIDE �" -1" BEAD OF 4 NMI W ct) 6 >.J cm CONST. ADHESIVE TO BE APPLIED L. Los in LL C.0 CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 0 054 0 C 0 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE cy 0 41 (.0,:, AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOI /T/ AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY_ EXTERIOR SHEATHING k6�1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER 09- 0 SILL PLATE ' LL (SEE DETAIL B OPTIO 2 FOR OPTIONS) CORNER PATCH FLASHING NOTES: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE t 6A Rl��Rj� THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE HEAD FLASHING TIE-IN INSTRUCTIONS: 2 /-FLASHING--\. DO NOT FLASH OVER BOTTOM NAILING FLANGE FLASHING NOTES: I � CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL ) PA, 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE 20" FLOOR TRUSS PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST SEE STRUCTURAL FOR AND UP WALL BY 6" CONNECTORS 24" FLOOR TRUSS 3S SEE STRUCTURAL 8'CMU BLOCK I TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS 7/16" O.S.B. SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH 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 APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM), WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 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. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS. N.T.5. (ASSEMBLED WINDOW) x 0 DAVIS BEWS DESIGN GPOVP Lo '0410 TAMPA - E>E7*-4VEP- EST. 1994 Fz�- I -j , 0 0 -1 co FLX`SaIN-'G-'j HEAD FLASHING TIE-IN INSTRUCTIONS: 2 /-FLASHING--\. DO NOT FLASH OVER BOTTOM NAILING FLANGE FLASHING NOTES: I � CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL ) PA, 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE 20" FLOOR TRUSS PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST SEE STRUCTURAL FOR AND UP WALL BY 6" CONNECTORS 24" FLOOR TRUSS 3S SEE STRUCTURAL 8'CMU BLOCK I TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS 7/16" O.S.B. SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH 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 APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM), WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 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. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS. N.T.5. JOB NUMBER 26002.250 CAD FILE NAME LOT 27 T8 ISSUED 10-25-16 REVISED x 0 DAVIS BEWS DESIGN GPOVP Lo '0410 TAMPA - E>E7*-4VEP- EST. 1994 Fz�- I -j , 0 0 -1 co 0,500) NMI W ct) 6 >.J cm L. Los in LL C.0 00 0 054 0 C 0 cy 0 41 (.0,:, Z8 'Not. JOB NUMBER 26002.250 CAD FILE NAME LOT 27 T8 ISSUED 10-25-16 REVISED 4V -g- co own CD % ILL 'co 0 pt ui CD 00' 0 ..*04 0 \ NS 00 0 r**4 iMMM >� o <- 2600 TITLE FLASHING DETAILS SHEET 3B3 DAVIS BEWS DESIGN GPOVP 150 STATE STRYXT EAST OUXWAP, FLORMA 34677 813 . 925 . 1300 TEL 813. 925. 1800 FAX VV\VW.E)AVISBEWS.00M TAMPA - E>E7*-4VEP- EST. 1994 Fz�- I 4V -g- co own CD % ILL 'co 0 pt ui CD 00' 0 ..*04 0 \ NS 00 0 r**4 iMMM >� o <- 2600 TITLE FLASHING DETAILS SHEET 3B3 5HEANING TEXTURE FIN15H COAT BRM COAT 5CRATCH COAT 5ELF-FURRING LATH TWO LA�'ER5 WR5 WEEP 5CIREED TERMINATE 5ELF ADHE51VE FLA5HING AT LOWER N05E OF M,W,W,5, 5ELF ADHE51VE FLA5HING MA50NRY BLOC< WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND U . P WALL BY 6 IN. SEAL TOPS OF JOISTS - UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER C3) ,,— DOOR ROUGH OPENING - 3/4'A "BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A IN WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN, BUILDING PAPER H SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING (2) DO NOT FLASH OVER SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER rl AkIrr- (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW lAlAl I 01A��IKI� ASPHALT SEALANT: CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER I CAI VMCL), rMI N Im OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FIN SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT ALL LEVEL VALLEY BEAUTY STRIP SPECIFIED VERTICAL WALL BY PLAN LOCATIONS) AT ENTRY SHINGLE OVEI 6 FLASHING W/ DIVERTER FLASHING DRIP EDGE FASCII FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH .......... HOLD EXTERIOR FINISH 2" ABOVE ROOF 'r, ?"'A 'A A Z" FLASHING CAULKING SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLAS ING - ---------- 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. t FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL CONT. GALV. FLASHING PER MANUFACTURI SPECIFICATIOI OVER ROOF ROOF MATERIAL PER SHINGLES W/ ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT �,00? METAL DRIP EDGE BE UNDER UNDERLAYMENT A ROOF EAVES 0 TYPICAL ROOF TO 0 0, 0&5 WALL FLASHING DETAIL RAKE METAL DRIP EDGE TO BE OVER EAVES —14 " -- ----- LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT CERTAINTEED, WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE T FIRST STARTER SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" OF VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -- FIGURE 4: VALLEY DETAIL 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 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMIC1 063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING )UBLE JOIST AMI BELOW A--.Lo�c SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 -1111RD 11,1149.11=1 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" CEIVIENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT o0INTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1 "BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING FLASHING DETAILS, N.T.5, EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED /--RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE 0 C) [D 0 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED J If) 0 _j m THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING a) 0 UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW sm Lo REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOI) SCORED LETTER ON CHEMICAL o 0 COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE fz- I -4-0) EXTEND A MINIMUM 6" VERTICALLY FROM RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING (2) DO NOT FLASH OVER SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER rl AkIrr- (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW lAlAl I 01A��IKI� ASPHALT SEALANT: CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER I CAI VMCL), rMI N Im OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FIN SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT ALL LEVEL VALLEY BEAUTY STRIP SPECIFIED VERTICAL WALL BY PLAN LOCATIONS) AT ENTRY SHINGLE OVEI 6 FLASHING W/ DIVERTER FLASHING DRIP EDGE FASCII FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH .......... HOLD EXTERIOR FINISH 2" ABOVE ROOF 'r, ?"'A 'A A Z" FLASHING CAULKING SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLAS ING - ---------- 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. t FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL CONT. GALV. FLASHING PER MANUFACTURI SPECIFICATIOI OVER ROOF ROOF MATERIAL PER SHINGLES W/ ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT �,00? METAL DRIP EDGE BE UNDER UNDERLAYMENT A ROOF EAVES 0 TYPICAL ROOF TO 0 0, 0&5 WALL FLASHING DETAIL RAKE METAL DRIP EDGE TO BE OVER EAVES —14 " -- ----- LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT CERTAINTEED, WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE T FIRST STARTER SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" OF VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -- FIGURE 4: VALLEY DETAIL 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 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMIC1 063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING )UBLE JOIST AMI BELOW A--.Lo�c SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 -1111RD 11,1149.11=1 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" CEIVIENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT o0INTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1 "BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING FLASHING DETAILS, N.T.5, JOBNUMBER 26002,250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED x 150 STATE STREET EAST OU)&MW FLORMA 34677 813 . 925 .1300 TF -L 813. 925.1800 FAX VV\VW.DAVlSBEWS,C0M TANAPA s E>EI%TVFP- 0 C) [D 0 J If) 0 _j m a) 0 sm Lo Z a) co 'i - , > 1 04 o 0 0 0 co 3�E fz- I -4-0) .0 0 4a C4 0 00 QD z cli 01 JOBNUMBER 26002,250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED 4V _c� CD , AW" 4k� _T co o 1.3; cj 0: Z z: 00 0 0 < 2600 T1 TL E IL SHEET 3 B4 1 21 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU)&MW FLORMA 34677 813 . 925 .1300 TF -L 813. 925.1800 FAX VV\VW.DAVlSBEWS,C0M TANAPA s E>EI%TVFP- EST. 1994 4V _c� CD , AW" 4k� _T co o 1.3; cj 0: Z z: 00 0 0 < 2600 T1 TL E IL SHEET 3 B4 ELEC,TfRICAL <E*'� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-6WITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET zG DUPLEX OUTLET IN FLOOR �& 220 VOLT OUTLET $ WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECE55ED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST PAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) El PU5HBUTTON SWITCH (OPTIONAL) CAR50N MONOXIDE DETECTOR SMOKE DETECTOR SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M, TELEV15ION (OPTIONAL) 0 THERM05TAT D1 ELECTRIC METER JOEL ELECTRIC PANEL D16CONNECT SWITCH SPEAKER (OPTIONAL) /> ROUGH -IN FOR OPT. CEILING PAN /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1 ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERRUPTERS (GRI.) AS INDICATED ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2, UNLE56 OTHERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FIN15HED FLOOR: SWITCHES .... 42" OUTLETS ..... 14' TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEV16ION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE PETECTOR5 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOM DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COM51NATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLE$ PER N.E.C. 2011406.12 AND 406.13 5� ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOW 16 IN FULL COMPLIANCE WITH N.F.P.4, 10, N.E.C. 2011, P.B.C.Iz - 5TH EDITION (2014), AND ALL APPLICA15LE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FO55IL-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSE$. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARI16 SHALL HAVE BATTERY BACKUP. COME31NATION 5MOKE/CARBON MONOXIDE ALARMS 5HALL 13E L16TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN D16CONNE COMBO - 5QUA REFER TO FLO( PLAN FOR NOTE AMPS. REQUIRE UNDERGROUND SERVICE 15Y POWER COMPAI r— 4/0 ALU. CABLE A/C DISC. �4 AND 12 COPPER TO LIGHTS AND OUTLETS 10 COPPER TO WATER HEATER 'a COPPER TO RANGE �ROUND ROL) E BONDED ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIAL5AND INSTALLATIONS SHALL COMPLY W1 APPLICABLE PROVISION$ OF THE NATIONAL ELEC, CODE, LOCAL CODE5,AND THE LOCAL POWER COMPANY. COACH LIGHT A/C PAD NO. 2 A/C PAD NO. I (VERIFY (VERIFY LOCATION) LOCATION) COACH LIGHT (2) AIC D15CONN. W.P. GF.I. WORIZ. MAKE -UF LIGHTS ELEC. METER W.P. / GRI. FOR T.U-G, SERVICE MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT JOB NUMBER 26002,250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED x co j DAVIS BEWS DESIGN GPOVP Lo 0000 ' TAA4PA o E>E7qNlEP_ EST. 1994 (�- , 0 o _'J. 6 (D J03 .2 6 cl, law LL ro- 00 'a -0 3 0 0-1 co iL- a) 1 E -14 0) ;: co" 0 00 41 z 04 JOB NUMBER 26002,250 CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISED V) C) Ln 0 0 rylo 00 r***4 >= 0 & TITLE MAIN FLOOR ELECTRICAL PLAN SHEET 4A j DAVIS BEWS DESIGN GPOVP 150 STATE STR-EET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX WWWDAVISBEW&COM TAA4PA o E>E7qNlEP_ EST. 1994 (�- V) C) Ln 0 0 rylo 00 r***4 >= 0 & TITLE MAIN FLOOR ELECTRICAL PLAN SHEET 4A LCTf CAL i� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET .F.. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECE55ED INCANDESCENT LIGHT FIXTURE �c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN Q', EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) 0 CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) Ut THERM05TAT (p ELECTRIC METER JEL ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) <` '> ROUGH -IN FOR OPT. CEILING FAN v J c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN wl^r�r_+_ I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED ON PLANS OR A5 ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERWISE INDICATED, INSTALL 5WITCHE5 AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV16ION... 14 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOh15, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0551L-FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL NAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALA12>'15 5NALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * UP UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT • .JOB NUMBER 26002.250 • CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISEDmm IC)Ln B X ro r0 Lo 0 EST. 19944 J0 O J co a .2��M � r N �QM L L 00 = 0 0Co �ro�rn cm 0 `O0 01� 0 4a zNIov • .JOB NUMBER 26002.250 • CAD FILE NAME LOT 27 TB ISSUED 10-25-16 REVISEDmm IC)Ln B FAX W W W.DAVISBEWS.COM TAMPA +DENVER EST. 19944 W0 O Z � O m � O � = O � O N Jo DAMS BEWS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST QLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925.1800 26-0-0 , • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xWl.4xWl.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE �PRESERVATIVE-TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f m = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL, REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8, ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10.SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 lb/in 2 U.N.O. E =: 2,000,000 lb/in' U.N.O. E = 1,500,000 lb/in 2 U.N.O. Fb =2500 Fb =3000 Fb =2200 Ft 1500 Ft 1700 Ft 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc = 900 Fc = 900 Fc = 450 Fv= 285 Fv= 285 Fv= 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/CIR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL 7 PSF (SHINGLE TYPE ROOF COVER) DL 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A)FLOORS=40PSF B) BALCONIES =60 PSF/ 100 PSF (IF BALCONY> 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10-4' MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 164' O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ, FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2xl2'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD wl WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HID THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1 ", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ,D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. -EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS lst (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, 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 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT, CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1 , MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM Fl 554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE Y16" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTES & CONNECTOR LEGEND WIND PRESSURE & SUCTION EFFECTIVE S5 LINTEL PLAN (PSF) WIND SD2 GENERAL DETAILS VALUE DENOTES PRESSURE AREA (SQ FT) SD4 GENERAL DETAILS VALUE DENOTES SUCTION AREA SD6 TWO STORY DETAILS ST1 (+) 21.2 (+) 21.2 10 22.9 28.3 INTIALS 20.2 20.2 20 22.0 26.4 0 19.0 19.0 50 20.8 23.9 100 (+) 18.0 N 18.0 LL w 0 Q 0 1 .8 (-) 22.0 GARAGE DOORS 91-01, x T -O" 16'-0" x T -O" (+)18.4 -(+)17.7 (-)20.9 (-)19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 Qa 4 4 a 5 5 STANDARD DESIGN PRESSURE NOTES 1 . ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET I SHEET TITLE si STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBERI DATE I DESCRIPTION INTIALS 1 16/3/2015 1 CREATED ELEV. A,B,C AND MINOR OPTIONS JEA Lu z w 0 (n w z 0 L z 00 Lo LLJ 0 00 o U) (D W M 0 -i LL W Lij led*, LL . . . 0 W z 0 uj 0) V . ce) > Ld co JN % 0) AA. z co pe < :Lu 0 00 w < z 0 < w < 0 F- M LL 3: U) 0 0 c) 0 z o < �_4 u C) C6 w 0 z u c 0 < .0 > M Pill LL 0 Q) U) z 0 0 > 0 Ell UJI C-4 z F_ UJI o z 0 CL cl) < Ld u 0 0 000 C4 -1 0 Z Lu Lij 5- C3 o t < 0 0 F- c( STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153292 SCALE: AS INDICATED DATE: 11-10-16 si W w z 0 U) Lu 0 z 0 06 Lu 0 Lu c. E (D z C") _j 8 z U - 0 0 z o cot:! U) w Z!� z w cl-, 8 0 U) Z ua):SB F W u J Z =) U) F -z E 0 <wzo 02 -3:01 0 2 a. 0 Lu Z LL w 0 Q _j 0 uj w �3 Ell UJI C-4 z F_ UJI o z 0 CL cl) < Ld u 0 0 000 C4 -1 0 Z Lu Lij 5- C3 o t < 0 0 F- c( STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153292 SCALE: AS INDICATED DATE: 11-10-16 si I 0 F -- LL 0 U) (14 00 -1 �2 7 C? �n 4(s� 1'-2" 5'-4" 16--0" 10 .1 11 18'-0" 22'-0" all"$ FOUNDATION PLAN 1/4"= 1 1-011 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 300OPSI CONIC. SLAB W/ 6x6xWl.4xWl.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END, LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONIC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MFI 0 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR), THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE SYMBOLSLEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45- CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. LLI z 0 w 0 1 U) Z )0 U) UJ III 'II,�0111 I I fill,, uj 0) cv) 0- 00 00 L6 CID 911 LL z ui < F— d < z cl) 14 s" w < Z 000 of 4,*66609 0 LL w —j (L 2 u 0 0 ce) z< c� U C6 C) w 6 1-- 0 z IL u r— 0 < .0 z LL 0 u W 39 z 0 z U) 0 IL z 0 z UJ F- - 0 F- LL Lu ui (J) 12"x12"x12" dp wl #5's EQUALLY SPACED EA. Im WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. z uj m 0. BARS & 3" MIN. COVER TO EDGE OF CONIC. 000 24"x24"xl 2" dp w/ #5's EQUALLY SPACED EA. 0 c!) z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. ca BARS & 3" MIN. COVER TO EDGE OF CONIC. 0 LLJ 0 28" x28"xl 2" dp w/ #5's EQUALLY SPACED EA. Z LU L Lj 0 Z :Dw�—Z E WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. c'j N < LL c\1 30"x3O"xl 2" dp w/ #5's EQUALLY SPACED EA. 0 0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"xl 2" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC, 36"x36"xl 2" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. 42"x42"xl 2" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. 48"x48"xl 2" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN- ('OVER TO EDGE OF CONC - SYMBOLSLEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45- CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. LLI z 0 w 0 1 U) Z )0 U) UJ III 'II,�0111 I I fill,, uj 0) cv) 0- 00 00 L6 CID 911 LL z ui < F— d < z cl) 14 s" w < Z 000 of 4,*66609 0 LL w —j (L 2 u 0 0 ce) z< c� U C6 C) w 6 1-- 0 z IL u r— 0 < .0 z LL 0 u W 39 z 0 z U) 0 IL z 0 z UJ F- - 0 F- LL Lu ui (J) z CFG Im U) z 0 cl) z uj m 0. 04 F - 0 W 000 0 to C4 0 c!) z -LL cn 0 c: r- DATE: ca UJ --- ) 0 0 LLJ 0 Z 0 = F - Z LU L Lj 0 Z :Dw�—Z E 0 < Lu Z 0 �: 0 0 c'j N < LL c\1 z CFG (D U) L) UJ -j . V) 64 0 06 LLj w E P Z F- 5 Z U) -j 0 c!) z -LL cn 0 c: r- DATE: 0 00 - w z Z cl-> 0 M 0 0 (L 4 Z LU L Lj 0 Z :Dw�—Z E 0 < Lu Z 0 �: 0 0 c'j N < LL c\1 Z 0 0 2 'J STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB . ..... . ..... .... f JOB No. TM - 2153292 SCALE: AS INDICATED DATE: 11-10-16 S2 C9 ao N in 1'-4" 10'-0" 13'-0" T-0" 16'-0" 3'-0" 00 60 _o M (o 0 M 0 i0 00 M 0 zo zo v SYMBOLS LEGEND INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) #5 @ TOP, BOTTOM & ❑ @ 24" O.C. VERTICALLY BETWEEN COLUMN AND MAIN HOUSE CMU MID -HEIGHT OF COLUMN FILLED CELL (1) #5 @ TOP, BOTTOM & @ 24"O.C. VERTICALLY BETWEEN COLUMN AND MAIN HOUSE CMU MID -HEIGHT OF COLUMN SECTION VIEW fi!Dl MASONRY COLUMN TIE IN DOWEL LAYOUT PLAN_ Lu J F— Q Z 0 Lu LU 0 N_ Z O z o p w W 00 C) Z w O � J m Q 0 w 0- -j , LL w W LL (1) CONT. #5 FROM TIE O BEAM TO FOOTING z u IIIIJI�®®® w M MASONRY WALL �- ••°°®®..• �/� . Lli 00 REINFORCING PER®®° • ®a� r O PLAN (TYP). t: ®' co °' LL n° 2o .. m Z 0 U cc:Q_ /yp ' w Q m LL U) w CL O O 1/2"=1'-0" U 4 o Z O ri-' p v 4 N M U Q�II41�h�IVI ��?�CD • r a- O Z Q O O LL cn U O O Z o� am ] v `z`�► V 7 L Cn W Q U J J ~ Q rn � 06 W Q LU ZH`)ti E ] J Z 0 F- OD J w z ! r u CL' Z-0 Q Q0(00: Y J fA D � ui o ] LuZ Za�U) Z - a3: O 0 Uj 20- a' N J s W 2 F- LL V. N Q Q J O z } �oY � W 0000 W N ] to J DW Z F— W ��0 ) v C O ] N ] Z W C Z 0 2 0°=-J } �oY 0000 N J DW Z F— W ��0 — . 0 I-' I— CL C STRUCTURAL ENG: CFG L DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153292 SCALE: AS INDICATED DATE: 11-10-16 S3 2x4 SYP #2 LEDGER TO T CHORD w/ (2) 1/4" x 3" SIMPS SDS SCREWS @ 4" C B2x8 TOP @ 9' - CANTILEVER BEAM FC GABLE END BEARII` l` 0 0 0 0 0 0 0 0 0 0 FIRST FLOOR FRAMING PLAN_ NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND = 9'-4" T.O.M. ® = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. w Z O t:z 00 Lu -c Lo IZ W o U U (n (7 W Z cl 0 J_ m O _ J LL \ Lu H LL 1 1111 p ►aa ®®® L<j 0) ® LL Q a � It Ct co ce) ® ®® r a r g..�.J w.... LU ® ,� � � �a � r Y 2 '" �a LLi CC) -' Z •aa®®wa ®®ap ��j `®,m J Q H m u W_ J � LuV O O U a � o w of Z O cyJr v Q yr N W O 1- O Z Q U o O Z O LL III �ti4 (n0��6 U O Z til O1 OO� � � M a LLI U z crH O a _ ULL ti O `.J W --� 0) S iz Z Lj Z 06 WzF-"'tiE Q Z cm UJ UZ p(6 --��`O wz J U) Za�OvON Z Z� U) N z o T Z Q¢ W� 0 IJ. O LL 0 0�¢o Lu <W N Q zw0 LL Zo0N 0F_� 0 O 0 Lu z w o -r C/)w r ---- 2 n p v Z Q O D � 'S W ~' N cl Z IQ— Z=0 O � Q LLI o o O o p ZLD N Lu LjZ o W O _ xo ta—�� FI � U H STRUCTURALENG: CFG DRAFTING: z STRUCT: TNT w QC CHECK: MRB - x JOB No. TM - 2153292 SCALE: AS INDICATED ~ DATE: 11-10-16 �Y! BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM <�> SPACING SPECIES (PID <8> (3)2X8 SPF #2 BUILT UP STUD COLUMN 16" I SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN ON MASONRY: SIMP. META16 16" SPF 1/2" THREADED ROD @ 48"O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN <�> 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D, TO MISS STUDS 1160 plf -ird. PT. 3 <s> 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 7"x7" LVL COLUMN. 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 12" SPF 1/2" THREADED ROD @ 48" O.C. 1160 pif ird. PT. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & �" EPDXY ANCHOR w/MIN. 7" EMBEDMENT ADJUST AS REQ'D TO MISS STUDS MIN. 7" EMBEDMENT 3 BASE PLATE U.N.O. ON PLANS. 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 2900 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf ird. PT. 3 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 3140 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID�-SPAN NAILS & (1 8)-i"x2l" TAPCONS 4 4 LL j j 1/2" THREADED ROD @ 48" O.C. 1160 PIf ird. PT. lfl 1 2" Syp ADJUST AS REQ'D TO MISS STUDS 4235 3 STANDARD BEARING WALL W/THREADED ROD NOTES V VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. AE L L 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE WIL TH F4.IF1. W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. V "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. . ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 5 T ( T 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. M 1 0 7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"xl/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW110. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A "' GAP FROM TRUSS TO TOP PLATE AND ATTACH USING 4 EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE STANDARD NAIL (2)2X4 SPF #2 BUILT UP STUD COLUMN <s> (3)2X4 SPF #2 BUILT UP STUD COLUMN <�> (4)2X4 SPF #2 BUILT UP STUD COLUMN <8> (2)2X6 SPF #2 BUILT UP STUD COLUMN <�> (3)2X6 SPF #2 BUILT UP STUD COLUMN <z> (2)2X8 SPF #2 BUILT UP STUD COLUMN <8> (3)2X8 SPF #2 BUILT UP STUD COLUMN LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH (3)2X4 SYP #2 BUILT UP STUD COLUMN 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL (2)2X6 SYP #2 BUILT UP STUD COLUMN ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S (2)2X8 SYP 42 BUILT UP STUD COLUMN ON MASONRY: SIMP. META16 44 SYP #2 POST (2)2xl2 #2 SYP w/l" FLITCH PLATE 6x6 SYP #2 POST <s> 8x8 SYP #2 POST <�> 3-1/2"x3-1/2" LVL COLUMN. <8> 3-1/2"x5-1/4" LVL COLUMN. <8> 3-1/2"x7" LVL COLUMN, <s> 3-1/2"x9-1/2" LVL COLUMN. (2)ply 1900 5-1/4"x5-1/4" LVL COLUMN. H 1 OA w/(l 8)1 Od x 1 -i" NAI LS OR 2 5-1/4"x7" LVL COLUMN. H10A 1015 7"x7" LVL COLUMN. (2)1.75"x9.25" LVL 3 1/2" X 11 7/8" LVL COLUMN FRAME TO FRAME 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLIMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & -5" EPDXY ANCHOR w/MIN. 8 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & �" EPDXY ANCHOR w/MIN. 7" EMBEDMENT )51 8x8: ABU88 wl(l 8)16d NAILS & (2 8' EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131 " x 2-1" 2 10d .148" x 3" 12d .148" x 3j-' 4 16d .162" x 31" 2 8d RING SHANK .113" x 22" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED, 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(lb) (2)2x8 #2 SYP META16 W/(7) 10dxll"NAILS OR 2 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)-!"x2��' 4 4 El M ETA20 w/(7) 1 Od x 11" NAILS 2 FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 (2)2xl2 #2 SYP w/l" FLITCH PLATE TOPOST: SIMP.HTS20ORLSTA18 (1)ply TRUSS (10)10d x 11"NAILS 2 FRAME TO CMU (1)ply 1985 (1)ply 1985 B2xlO (2)ply TRUSS (12) 16d x 11" NAILS 2 TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l O)l Od (2)ply 1900 (2)ply 1900 NAILS & (18)-i"x2l" TAPCONS 4 4 H 1 OA w/(l 8)1 Od x 1 -i" NAI LS OR 2 H10A 1015 H 1 OA 1340 (2)1.75"x9.25" LVL W/( I "' NAILS (2)ply TRUSS H 1 OA -2 18) 10d x ' 2 FRAME TO FRAME HlOA-2 1070 HlOA-2 1245 H5.5xl 1.25 HTS20 w/(24)1 Od x 1 -1" NAILS 2 (10) 10d NAILS B2xl2 WITH 1/2" FLITCH F±l (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)1 Od x 11" NAILS 2 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TOPOST: SIMP.HTS20ORLSTA18 F51 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 F6] H2.5A w/(l 0)8d FRAME TO FRAME 535 600 MTS 12 wl(l 4)1 Od x 1 -1" NAI LS 2 ON MASONRY: SIMP. META16 If] (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 Fil MGT w/(22)10d �" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 8 FRAME TO CMU 3140 3140 (2)1.75"xl 1.875" LVL 7" EMBEDMENT NAILS & (1 8)-i"x2l" TAPCONS 4 4 LL HTT4 w/(l 8)16d x 21" NAILS & �" EPDXY ANCHOR w/SIMP. ON MASONRY: SIMP, META16 lfl 2 8 FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT B3.5xl6 (2) 1.75"xl 6" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d HGT-2 w/(16)10d NAILS w/38" EPDXY ANCHOR w/SIMP. SET NAILS & (18)-l"x23" TAPCONS Efl FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT B5.25xl 6 (3) 1.75"xl6" LVL El HTSM 16 w/(8)1 Od NAI LS & (4) -1"x 2-1" TAPCONS 4 4 FRAME TO CMU 1020 1175 F12] LSTAl 8 W/(l 4)1 Od NAI LS HEADER TO STUDS 1110 1235 rl 3] (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 F 141 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf NAILS @ 6" O.C. EACH SIDE LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 F16] MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 F17] MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 l F8] LTT20B w/(10) 10d NAILS & f�'EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 EPDXY MIN. 7" EMBED. CMU HTT4 w/(l 8) 16d x 2-21" NAILS w/-,�" EPDXY ANCHOR w/SIMP. Efl SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10xli" SID SCREWS INSTEAD OF NAILS 2' (3)HTS20 w/(24)1 Od x 1 " NAILS 201 F (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 F22] SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS SIRDER TO COLJ BEAM 9100 4095 F HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON GRAVITY -5085 GRAVITY -5085 23] TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:18'10 UPLIFTA810 [24] HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS 1335 1550 W/(6)16d NAILS FRAME TO FRAME El HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 El LTT20B w/(l 0) 1 Od NAILS & f"' EPDXY ANCHOR w/SIMP. SET 8 FRAME TO CMU 1290 1300 L EPDXY MIN. 7" EMBED. I I I I STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. �43 IF.Al V 11-01 :19100 1 OTFIll 91:4 :40 lell I ali- 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER I 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM lst KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 1 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 1 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/21" FLITCH PLATE TOPOST: SIMP.HTS20ORLSTA18 t: z LO % 1-1, 9 61 TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)-!"x2��' 4 4 H2xlO PLATE TAPCONS z ON MASONRY: SIMP. META16 H2xl2 (2)2xl2 #2 SYP w/l" FLITCH PLATE TOPOST: SIMP.HTS20ORLSTA18 TOBEAM: SIMP.HUC410w/(18)16d& H3.5x5.5 (2)2xl 0 #2 SYP (10) 10d NAILS B2xlO WITH 1/2" FLITCH TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l O)l Od H3.5x7.25 PLATE NAILS & (18)-i"x2l" TAPCONS 4 4 ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TOPOST: SIMP.HTS20ORLSTA18 TOBEAM- SIMP.HUC410w/(18)16d& H5.5xl 1.25 (2)2x 12 #2 SYP (10) 10d NAILS B2xl2 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3xl2 PLATE NAILS & (18)-l"x2a" TAPCONS 4 4 PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TOPOST: SIMP.HTS20ORLSTA18 JACKS @ EA. END KINGS @ EA. END TOBEAM: SIMP.HUC410w/(18)16d& (10) 10d NAILS B3.5xl 1.25 (2)1.75"xl 1.25" LVL TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l O)l Od w 0 NAILS & (18)-l"x23" TAPCONS 4 4 ON MASONRY: SIMP. META16 LL > TOPOST: SIMP.HTS20ORLSTA18 TOBEAM: SIMP.HUC410w/(18)16d& (10) 10d NAILS B3.5xl 1.875 (2)1.75"xl 1.875" LVL TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l O)l Od NAILS & (1 8)-i"x2l" TAPCONS 4 4 LL ON MASONRY: SIMP, META16 TOPOST: SIMP.HTS20ORLSTA18 0 U) z TOBEAM: SIMP.HUC410w/(18)16d& (10) 10d NAILS B3.5xl6 (2) 1.75"xl 6" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)-l"x23" TAPCONS 4 4 ON MASONRY: SIMP. META16 TOPOST: (2)SIMP.HTS20ORLSTA18 ON MASONRY: (2) SIMP. META16 B5.25xl 6 (3) 1.75"xl6" LVL NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TOPOST: (2)SIMP.HTS20ORLSTA18 ON MASONRY: (2) SIMP. META16 B3.5x2O (2) 1.75"x2O" LVL U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2xlO OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/21" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) t: z LO % 1-1, 9 61 16d NAILS H2x8 (2)2x8 #2 SYP w/1" FLITCH PLATE 2 ATTACH KING STUD TO HEADER w/(8) 00 w 16d NAILS H2xlO (2)2xl 0 #2 SYP w/2"' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) z 16d NAILS H2xl2 (2)2xl2 #2 SYP w/l" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5xl 1.25 (3)1.75"xl 1,25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3xl2 (3) 2x`12 #2 SYP w/ -1" FLITCH 2 ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END l' -O" TO T-1 1 4'-0" TO 81-0" 2 2 ROOF NOTES: 1 . THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TBOl/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---- STOP ---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS, ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTMI A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE !I" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION 4 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD Klr)T9=_(Z- 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 1/4"=11-011 u F - z 0 w 01 11, z 0 'NNN e 00 % r LL z 0 cl) 000 2to 0 LU z LLI x CL < CNII .. _j uj a 0 2 t: z LO % 1-1, 9 61 N 0,0* n 00 w u z L0 a) LU z 0 Z W co M w 0 LL > W Lu X �- X 9 LL 0 U) z +-.� 000000000. e 00 % r LL z 0 cl) 000 2to 0 LU z LLI x CL < CNII .. _j uj a 0 2 0 C) LO % 1-1, 9 61 N 0,0* z w 0 w z Q z z 0 w () (D 06 w Lu U) UJ �-- w o w r Z U) TNT Ilm MRB 0 z 0 cl) 000 2to 0 LU z LLI x CL < CNII .. _j uj a 0 2 C), u w N n 0 0 u z a) z z w 0 w z Q z z 0 w () (D 06 w Lu U) UJ �-- w o w r Z U) 0) 00 6 z w Z 0 _j m U - x z (9 U) 0 w --J c-, U) N 06 W 0 LLJ E F_ z (D < Z LL 00 Z 0 U) L'u U) z c) < 0 0 IL r 2 05 W 0 F P UJ Uj 6 z Z =) U) �- z E < < Lu z 0 0 LL 3: 0 C) 0 (j) 2 I < < C'4 t N < F- LL C14 Z 0 0 2 STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT Ilm MRB LLJ ---1 0 z 0 cl) 000 2to 0 LU z LLI x CL < CNII .. _j uj a 0 2 t_ C-4 F_ b Lu - 0 Z W 0 w 11-10-16 n 0) 00 6 z w Z 0 _j m U - x z (9 U) 0 w --J c-, U) N 06 W 0 LLJ E F_ z (D < Z LL 00 Z 0 U) L'u U) z c) < 0 0 IL r 2 05 W 0 F P UJ Uj 6 z Z =) U) �- z E < < Lu z 0 0 LL 3: 0 C) 0 (j) 2 I < < C'4 t N < F- LL C14 Z 0 0 2 STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM -2153292 SCALE: AS INDICATED DATE: 11-10-16 S4.1 a ROOF FRAMING PLAN STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. IVi%\IIIIII1 1019►1_m] I = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND u J Q z Lu ❑ w - 111111111 w °' M CL W J z U J u.i 0 Q _ m w � V O 0 U ❑ w `I'ol z O Zb ch N M U 'y!!I!' !!! ��j d W O H O Z d (� 0 Q W O U> '! co LL p � l U 0 O ui U H tZ o Q 0 U) I cn U il- o LL w1 o 0 z 06 W Z W7M� o O hF- ZU)-,;'- F- 0 Q O 7rn U Z Z U F -o ;Y O F= 0�a z -� J f W Ow S O CUL) v W � Q =O._.�a 2 Z Q ac��.nuuz0 I- LL O Q a wC-4 u' LL LV N Q 0 Lu z -� L.1. Z O U O 0 1= O w ry ZW _ - W 2 Fn 0 4,10 Ole, or LL �co .� •w®� .0 o O• z •p • 600000 10 0 w °' M CL W J z U J u.i 0 Q _ m w � V O 0 U ❑ w `I'ol z O Zb ch N M U 'y!!I!' !!! ��j d W O H O Z d (� 0 Q W O U> '! co LL p � l U 0 O ui U H tZ o Q 0 U) I cn U il- o LL w1 o 0 z 06 W Z W7M� o O hF- ZU)-,;'- F- 0 Q O 7rn U Z Z U F -o ;Y O F= 0�a z -� J f W Ow S O CUL) v W � Q =O._.�a 2 Z Q ac��.nuuz0 I- LL O Q a wC-4 u' LL LV N Q 0 Lu z -� L.1. Z O U O 0 1= O w ry ZW _ - W 2 Fn 0 n z 0 Q 0 0 0 z F- LU N Z LU Z O O= c) a LL! o O�C�Y � 0 000 Lu 04 U) O W Z f— LL --- ❑ Lu �� 0 �. — 0 H H U H U) STRUCTURAL ENG: CFG Q DRAFTING: P z -STRUCT: TNT QC CHECK: MRB 0 w JOB No. TM - 2153292 SCALE: AS INDICATED ~ DATE: 11-10-16 S4.2 CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS w (D w r fy z 0 U) CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS �4, 44 . . 1 4. 4- .6- i66- 4 T� 4 77* -7 - �14 d. .41 ZBOTTOM STEEL IN LINTEL IF A INDICATE - SHOULD HOOK INTO V ERTICAL CELLS PER MD08 ROUGH OPENING PER PLAN 4 METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER 00 P MD08 Al I n w 4 U) 0 4 z LO A Lu ui U) 4 4 A A SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE40 GRADE60 BAR SIZE A LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32"HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS "A" NOWSHEAR WALL AT OPENING vvD" TYPI' AL SHEAR WALL SEGMENT J4 #3 17/8 41/4 7 4:. 21/4 41/4 91/4 d #4 A TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE40 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32"HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS "A" "B" 11C.. vvD" "A" "B" I.C11 J4 #3 17/8 41/4 7 4:. 21/4 41/4 91/4 18 #4 21/2 55/8 91/2 20 TRANSOM OPENING 55/8 121/2 24 #5 31/8 7 1113/4 25 33/4 7 151/2 30 #6 'FRAME INFILL AROUNa,, 81/16 14 30 41/2 81/16 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE40 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32"HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS "A" "B" 11C.. vvD" "A" "B" I.C11 ..LINTELPE PLA #3 17/8 41/4 7 4:. 21/4 41/4 91/4 18 #4 21/2 55/8 91/2 20 TRANSOM OPENING 55/8 121/2 24 #5 31/8 7 1113/4 25 33/4 7 151/2 30 #6 'FRAME INFILL AROUNa,, 81/16 14 30 41/2 81/16 181/2 36 WINDOW BY BUILDER 43/8 9 13/16 16 1/2 _---SEE DOWEL PLAN FOR 913/16 21 3/4 42 SEE WF01/SD1 FOR MORE INFO Lu FILLED CELL INFO. MIN. (1) IS REQ'D ON c1*4 w EITHER SIDE U.N.O. F - z W 0 x 0 (L (2) 2X8 SYP#2 P.T. HEADER < ui- 17�� TURNED SIDEWAYS. ATTACH TO MASONRY .0 000 WA LL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING C4 HANGER @ EA. END. W/ MAX. OPENING 4 FT 0 (14) 1/4" x 2 -3/4" TAPCONS UJ TO MASONRY & (6) 1 Od L) -j In NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING ING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GRADE40 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32"HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS "A" "B" 11C.. vvD" "A" "B" I.C11 "Dvt #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 55/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 1113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 21 3/4 42 I LAP SPLICE 4 EMBEDDED OD08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" STANDARD 90' HOOK P .STANDARD 180' HOOK #3 = 2 Y2" #4 = 2 Y2" #5 = 2 Y2" #6 = 3" #7 = 3 Y2" TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. t'KUV1UrZ ULr-/-\N UU I Ut-r-INIINU (a) UMUU I FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 0? IN RECESSED LINTELS -FILLED 4. UU11JUMCIM IWAOUINMT U114110 kUlviu) rr-m/-\01 IV] utlu vv/ willvivium iNal mmr-mt'u1v1rmr-001vr- z CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSI. 0 uj 0) U) . m 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE '0 � 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOWRELAXATION. 7/32 WIRE PER ASTM A510. 0 0 .0 uf 00 % 3'-0" 1230/1230 2769/2769 4085/4085 0 co _j z co w co < b 3'-4" 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE Auj �; , 4'-4" 846/833 2121/1716 3127/2839 < 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT z co w < MARK U = UNFILLED R = RECESSED -z' Z 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS QUANTITY OF #5 REBAR @ 7'-4" 480/322 1334/1334 1964/155 < 2 4�el 0 415/235 1152/1152 1694/1552 8RF6-1B/1T _---_,_---BOTTOM OF LINTEL CAVITY m: * ? W -i 8'-4" 8F16-1B/1T 1�1/411111 mt0%*% M ILL BF8-1 B/I T QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T rx1r)RAIKIA1 101-01, 13'-0" 11'-8" 0? 60 LINTEL PLAN 1/8"=11-011 16'-0" Q- U NOMINAL WIDTH 15- 0 8F16-1B/1T 0 TYPE DESIGNATION C) 8RF14-0B/1T 0 W� z 0 cn 04 8F16-0B/1T 1-1/2" CLEAR C6 w 8F20-1 B/1 T -j 0 z < w u c 0 #5 REBAR AT TOP MIN. (1) REQ'D < 0 8F20-0B/1T 0 -j < < C, M. U. > z z LL 8RF22-1B/1T 00 - 0 2 GROUT 0 U*) 0 U) L6 z #5 REBAR AT BOTTOM OF LINTEL z C5 0 (D 8F24-1B/1T 0 Z CAVITY BOTTOM REINFORCING PROVIDED L0 0 0 8RF22-0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) > N 8RF30-1B/1T x I P 8F32-1B/1T 1-1/2" CLEAR 8RF30-0B/1T =4 ---#5REBARATTOPMIN.(l)REQ'D 8F32 -0B/1T C) -j = E� 8F38 -1 B/1 T 00 2 0 LO 0 8FI 2 -1 B/1 T z -BOTTOM REINFORCING PROVIDED 8F40 -0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) 8F8 -0B/1T 8" NOMINAL WIDTH UNFILLED SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 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. 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. WALL LEGEND 9'-4"T.O.M. INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING ING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS- CASTE -CRETE, QUALITY, AND LOTTS z ILLI U) ILLI z 0 0 w Lo W 0 (D Z m 0 i u- W u- 0 U) w < Q Z 0 C) LLJ Lu I I I STANDARD LINTEL NOTES STANDARD LINTELS CLEAROPENING 8"UNFILLED 8F8-1B/8F8-0B8F16-1B/8F16-0B 81724 -113/8F24 -OB 8F32 -113/8F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32"HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 00 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249 4'-6" 710 14 54 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661 /2143 5681 /2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 81-01, 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. 2. f'c PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11 SLUMP. 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981 /0 1376/0 22'-8" 0 110/0 450/0 824/0 1147/0 z 0 U) �- Z E0 < < Z c) LL 0 RECESSED LINTELS -FILLED 4. UU11JUMCIM IWAOUINMT U114110 kUlviu) rr-m/-\01 IV] utlu vv/ willvivium iNal mmr-mt'u1v1rmr-001vr- z CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSI. 0 uj 0) U) . m 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE '0 � 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOWRELAXATION. 7/32 WIRE PER ASTM A510. 0 0 .0 uf 00 % 3'-0" 1230/1230 2769/2769 4085/4085 0 co _j z co w co < b 3'-4" 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE Auj �; , 4'-4" 846/833 2121/1716 3127/2839 < 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT z co w < MARK U = UNFILLED R = RECESSED -z' Z 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS QUANTITY OF #5 REBAR @ 7'-4" 480/322 1334/1334 1964/155 < 2 4�el 0 415/235 1152/1152 1694/1552 8RF6-1B/1T _---_,_---BOTTOM OF LINTEL CAVITY m: * ? W -i 8'-4" 8F16-1B/1T 1�1/411111 mt0%*% M ILL BF8-1 B/I T QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T rx1r)RAIKIA1 101-01, 13'-0" 11'-8" 0? 60 LINTEL PLAN 1/8"=11-011 16'-0" Q- U NOMINAL WIDTH 15- 0 8F16-1B/1T 0 TYPE DESIGNATION C) 8RF14-0B/1T 0 W� z 0 cn 04 8F16-0B/1T 1-1/2" CLEAR C6 w 8F20-1 B/1 T -j 0 z < w u c 0 #5 REBAR AT TOP MIN. (1) REQ'D < 0 8F20-0B/1T 0 -j < < C, M. U. > z z LL 8RF22-1B/1T 00 - 0 2 GROUT 0 U*) 0 U) L6 z #5 REBAR AT BOTTOM OF LINTEL z C5 0 (D 8F24-1B/1T 0 Z CAVITY BOTTOM REINFORCING PROVIDED L0 0 0 8RF22-0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) > N 8RF30-1B/1T x I P 8F32-1B/1T 1-1/2" CLEAR 8RF30-0B/1T =4 ---#5REBARATTOPMIN.(l)REQ'D 8F32 -0B/1T C) -j = E� 8F38 -1 B/1 T 00 2 0 LO 0 8FI 2 -1 B/1 T z -BOTTOM REINFORCING PROVIDED 8F40 -0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) 8F8 -0B/1T 8" NOMINAL WIDTH UNFILLED SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 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. 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. WALL LEGEND 9'-4"T.O.M. INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. z (D z 7 < 06 u W 0 LU E �- z ul-) (9 Z <Z 0 C-) - �- 0 co 0 (D Lu z U) z It n < 0 0 Qu) :S.0 Lu w z 0 U) �- Z E0 < < Z c) LL 0 0 20 am: u1±j z w 04 < u - Lu Z 0 0 Lu c1*4 w u1±j c1*4 z F - z W 0 x 0 (L < ui- .0 000 C4 0 z UJ w L) -j In 0 LLJ -") 0 j 1 0 STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153292 SCALE: AS INDICATED DATE: 11-10-16 (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO I Ir— Or—MIVI 0rLIk.,r_ IV I Ir— DIZMIVI I 1,J BE MIN. 25" GROUT BE MIN. 25" GROUT CELL SOLID CELL SOLID _T MASONRY WALL ----------- --- ----------------- MASONRY WALL --------------------- SEE PLAN SEE PLAN uj CONCRETE SLAB PER —7 CONCRETE SLAB PER FOUNDATION PLAN -4 IIA" FOUNDATION PLAN 0 co m �01 (2) #5 BARS CONT. (2) #5 BARS CONT. CLEAN COMPACTED I � C R .1 W/ 3" COVER TYP. CLEAN COMPACTED W/ 3" COVER TYP. � � � R" FILL 0 95% STANDARD FILL @ 95% STANDARD 1-4" DENSITY DENSITY 1�_ WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE 1'4' WIDE w/(3) #5 BARS TYPICAL GARAGE CURB FOOTING TYPICAL EXTERIOR FOOTING OR 3/4"=11_011 OPT. MASONRY CURB @ ELEV. U-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONIC. SLAB PER FOUNDATION PLAN I F 1, 1_8 11 41 1-1 V-4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4' WIDE w/(3) #5 BARS FO�\ FOOTING (a. SHOWER AT MASONRY 3/4"= 1 1-01. IF BRG. WALL ABOVE- HOLD BRG WALL BACK 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PAST DEEPEST STEP FLUSH w/ FOUNDATION U) REQ'D MIN 4" BELOW CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" FOUNDATION PLAN COVER TYP. 11-1 /2" COVER TYP. CONC. SLAB PER § I FOUNDATION PLAN CONCRETE SLAB PER A, FOUNDATION PLAN z CL Lu < 0- LIJ _j Lu CL CL ui F 4 4� 4 4 4 L 8 TA4 'TL .�Ti 16� A, CLEAN COMPACTED 0 (2) #5 BARS CONT. w/ 3"' FILL @ 95% STANDARD COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 31, 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN fi�� DOUBLE STEP FOOTING 3/4"=1'-0" 1 1\� 3/4"= 1 1-01, VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 81, cmu - :::: I I =m FINISH PER ELEV. z Lu 4A .. . . 1 .. �,_ , 4. FINISH FLOOR I . r —'� - — � — — I-- Lu 4.. LLI 0 PLAN AND BEARING co A —A— LLJ �e _5 T_ FILLED CELL PER PLAN WOOD POST PER PLAN W PVC SLEEVE MIN. FOOTING PER PLAN ARCHS ON EA. SIDE OF C/) PIPE SIZES LARGER CLEAN COMPACTED FOR SIZE AND BASE FILL @ 95% STANDARD PENETRATING PIPE . % WALL < uj 4 CONNECTION uj uj (1) #5 FROM FTG. TO A 2 1/4" co. ca _j LL ...... . 0 0- 0 8" 8, SLAB (2) #5 CONT. w/ 3" (2) #5 CONT. w/ SPLICE GROUT CELL 6" MIN. .4 fe COVER TYP. CONCRETE SLAB SEE (2) #5 BENT BARS w/ MIN. 25" LAP SPLICE 4' 4 0 P.T. BOTTOM PLATE -------- ENTIRE BASE TO BE 3/4"=11_011 OPT. MASONRY CURB @ ELEV. U-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONIC. SLAB PER FOUNDATION PLAN I F 1, 1_8 11 41 1-1 V-4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4' WIDE w/(3) #5 BARS FO�\ FOOTING (a. SHOWER AT MASONRY 3/4"= 1 1-01. IF BRG. WALL ABOVE- HOLD BRG WALL BACK 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PAST DEEPEST STEP FLUSH w/ FOUNDATION U) REQ'D MIN 4" BELOW CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" FOUNDATION PLAN COVER TYP. 11-1 /2" COVER TYP. CONC. SLAB PER § I FOUNDATION PLAN CONCRETE SLAB PER A, FOUNDATION PLAN z CL Lu < 0- LIJ _j Lu CL CL ui F 4 4� 4 4 4 L 8 TA4 'TL .�Ti 16� A, CLEAN COMPACTED 0 (2) #5 BARS CONT. w/ 3"' FILL @ 95% STANDARD COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 31, 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN fi�� DOUBLE STEP FOOTING 3/4"=1'-0" 1 1\� 3/4"= 1 1-01, VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP TYPICAL STEP FOOTING DETAIL 81, cmu - 3/4"=V-0" FINISH PER ELEV. 3/4"=V-0" Lu 4A .. . . 1 .. �,_ , 4. FINISH FLOOR I . r —'� - — � — — I-- Lu 4.. LLI 0 PLAN AND BEARING co A —A— LLJ �e _5 T_ FILLED CELL PER PLAN WOOD POST PER PLAN co PVC SLEEVE MIN. FOOTING PER PLAN ARCHS ON EA. SIDE OF C/) PIPE SIZES LARGER CLEAN COMPACTED FOR SIZE AND BASE FILL @ 95% STANDARD PENETRATING PIPE . % WALL < uj 4 CONNECTION uj uj (1) #5 FROM FTG. TO A 2 1/4" co. ca _j LL ...... . 0 0- 0 8" 8, SLAB (2) #5 CONT. w/ 3" (2) #5 CONT. w/ SPLICE GROUT CELL 6" MIN. COVER TYP. COVER TYP. CONCRETE SLAB SEE (2) #5 BENT BARS w/ MIN. 25" LAP SPLICE TYPICAL STEP FOOTING DETAIL 3/4"= 1 1-01, 81, cmu - 3/4"=V-0" FINISH PER ELEV. 3/4"=V-0" 0) ce) 3/4"=1'-0' 01 FINISH FLOOR 1 PENETRATING PLAN AND BEARING 1 #5 CONTINUOUS INTERIOR FINISH PER GRADE �e _5 T_ FILLED CELL PER PLAN WOOD POST PER PLAN U) 0 uj,- uj E z 8 z PVC SLEEVE MIN. FOOTING PER PLAN ARCHS ON EA. SIDE OF C/) PIPE SIZES LARGER CLEAN COMPACTED FOR SIZE AND BASE FILL @ 95% STANDARD PENETRATING PIPE #4 BAR @ 48" O.C. W/ WALL < 4" 01W CONNECTION cr_ 0 (1) #5 FROM FTG. TO MIN. 32" BEND INTO 2 1/4" Z :) U) I-- z E < < zo u- � 0 1: ca _j LL TIE BEAM MIN. 25" 0 0- 0 8" 8, SLAB GARAGE SPLICE GROUT CELL Z TOP COURSE TO BE CHAIR BLOCKS. 0 CONCRETE SLAB SEE SOLID PER PLANS 0 P.T. BOTTOM PLATE -------- ENTIRE BASE TO BE 0 PLAN xO 2 1/4" w CONC. SLAB PER FILLED SOLID z < FILL @ 95% STANDARD im co TOP VIEW CORNER z cli SEE E.LEV. TION U) I Ll I FOUNDATION PLAN SEE PLAN FOR STAIR DENSITY < 0 LLJ ) 0 INFO. IF CONCRETE =J I 1---I I I-- w F_ 0- = CMU BASE W/ (1) #5 z 4 STAIRS ARE FORMED & CONC. SLAB PER FOUNDATION PLAN CL GARAGE WALL BEYOND VERTICAL @ EACH CORNER. SEE FLR. lt "3 POURED, PROVIDE (1) #5 @ EACH STEP (MIN < a) PLAN FOR BASE SIZE STRUCTURAL ENG: CFG (3) #5 CONT. W/ 3" MIN _4, 2 1-1/2" COVER) I _j -STRUCT: TNT z COVER ON CHAIRS to DRIVEWAY BY SEE FOUNDATION FOR rc u- ;L AS INDICATED 4" 1 BUILDER- CONCRETE PAD SIZE Lu _j 7 UJI w OR PAVERS Lu CONIC. SLAB OR Lu > w 4 PAVER PER PLA �7 0 UPLIFT CONNECTORS "co, SUCH AS SP's, H's, AND 7'q ANCHOR BOLTS ARE III Li 7-, E _:-: EE CLEAN COMPACTED NOT REQ'D ON WALLS 11 I 2'-0" FILL @ 95% STANDARD NOT EXPOSED TO DENSITY UPLIF T FORCES. CLEAN COMPACTED 8" 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED SHEARWALLS FILL @ 95% STANDARD EDGE W/ (1) #5 CONT. FILL @ 95% STANDARD ------ REQUIRE ANCHOR DENSITY & TERMITE DENSITY 117" 1 BOLTS PER PLAN. TREATED /MR�\ THICKENED EDGE (@ GARAGE DOOR __�\ FOOTING (d), ENTRY 16F 1 MASONRY COLUMN /ki=23� DEEP MONO INTERIOR STEP DOWN 3/4"= 1 1-01, TYPICAL FOUNDATION PENETRATIONS 3/4"= 1 1-01, (FRONT VIEW) 3/4"=11-011 TOP (2) #5 x 4'-0" — CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE LOOP TIE (TYP.) 7 1 FOOTING PER PLAN PVC SLEEVE 3/4"= 1 1-01, PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FDN VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS 41 4 J1 Tr'� 2x BRG WALL PER 81, cmu - LLI FINISH PER ELEV. CONC. SLAB PER 0) ce) FOUNDATION PLAN 01 FINISH FLOOR Lji PENETRATING PLAN AND BEARING PIPE 111111111 GRADE �e _5 T_ Z U) 0 uj,- uj E z 8 z PVC SLEEVE MIN. FOOTING PER PLAN DIAMETER TO BE 2 C/) PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"= 1 1-01, (FRONT VIEW) 3/4"=11-011 TOP (2) #5 x 4'-0" — CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE LOOP TIE (TYP.) 7 1 FOOTING PER PLAN PVC SLEEVE 3/4"= 1 1-01, PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FDN VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS 41 4 J1 Tr'� 2x BRG WALL PER 2x BRG WALL PER LLI uj 0) ce) z 01 Lji 0 PLAN AND BEARING PLAN AND BEARING < 111111111 �e _5 T_ 6 Z U) 0 uj,- uj E z 8 z z C/) WALL SCHEDULE WALLSCHEDULE �z z 0: z J: C),z 0 (D oc) zt� w Z!�� UJI _j < Q _j < % 01W Z cr_ 0 (1) #5 FROM FTG. TO uj Z 0 Z :) U) I-- z E < < zo u- � 0 1: ca _j LL TIE BEAM MIN. 25" 0 0- 0 8" 8, 0 3: � -, w N < LL (.) c\I SPLICE GROUT CELL Z z 0 0 SOLID PER PLANS 0 000 CLEAN COMPACTED 0 xO 2 1/4" w CONC. SLAB PER 4 z < FILL @ 95% STANDARD im co 0 du z cli U) I Ll I FOUNDATION PLAN DENSITY < 0 LLJ ) 0 =J I 1---I I I-- =7 `--CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" 8" 8" FILL @ 95% STANDARD COVER TYP.; AT -7r DENSITY 2 -STORY COND. (3) #5 BARS REQ'D & FTG TO BE 20" WIDE BEARING SLAB STEP DOWN 3/4"= 1 1-01, I __ ... ... w — uj 0) ce) z 01 Lji 0 0 w 111111111 �e _5 T_ 6 Z U) 0 uj,- uj E z 8 z z C/) z 0: z J: C),z 0 (D oc) zt� w Z!�� UJI _j < Q _j < % 01W Z cr_ 0 (1) #5 FROM FTG. TO 3: Z 0 Z :) U) I-- z E < < zo u- � 0 1: ca _j LL TIE BEAM MIN. 25" 0 0- 0 8" 8, 0 3: � -, w N < LL (.) c\I SPLICE GROUT CELL Z z 0 0 SOLID PER PLANS 0 000 CLEAN COMPACTED 0 xO C114 4 z < FILL @ 95% STANDARD im co 0 du z cli 3 DENSITY < 0 LLJ ) 0 =J I 1---I I I-- w F_ 0- = u z < 3: 0 CL 0 a) STRUCTURAL ENG: CFG w z DRAFTING: _j -STRUCT: TNT QC CHECK: MRB JOB No. u- SCALE: AS INDICATED UJI w J_ FOOTING AT INTERIOR BEARING z lie w 0 MASONRY WALL - 7t SEE PLAN CONC. SLAB PER - SLOPE FOUNDATION PLAN _J LJ / =1 H/ #5 CONT. PER MFG REINFORCEMENT SEE !J , " I I , FOUNDATION PLAN FOR QUANTITY L4-, THRESHOLD PER MFG #5 x 25" x 25" CORNER U) 4 U) BAR, ONE FOR EA. 4 w 6j L HORIZONTAL CONC. SLAB PER C) ;P1 __1 4 A REBAR, TYP. U.N.O. w 14 FOUNDATION PLAN co (2) #5 BARS CONT.. 77 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"= 1 1-01, NOT USED TOP (2) #5 x 4'-0" PVC OR SCH 40 SLEEVE CENTERED AT PI P PENETRATION '�4 SLOPE W/ 3 COVER TYP.; @ 1'4" 4, 2 -STORY CONDITION PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" np npani= iw, Dr=p WIDE FOOTING 3/4"=1 F/5 uj 0) ce) z 01 Lji 00 w 41 U- 40. �e _5 T_ 6 Z U) 0 uj,- uj E z 8 z z u_ �2 6 0 F — z 0: z J: C),z 0 (D oc) zt� w Z!�� UJI _j < Q _j < % 0 Z cr_ 0 (1) #5 FROM FTG. TO 3: Z 0 Z :) U) I-- z E < < zo u- � 0 1: ca _j LL TIE BEAM MIN. 25" 0 0- 0 0 x 0 3: � -, w N < LL (.) c\I SPLICE GROUT CELL Z z 0 0 SOLID PER PLANS 0 000 0 xO C114 4 z < co 0 du z cli 3 _j a 0 LLJ ) 0 =J I 1---I I I-- w F_ 0- = u z < 3: 0 CL LL 0 a) STRUCTURAL ENG: CFG w z DRAFTING: -STRUCT: TNT FOOT AWAY FROM CLEAN COMPACTED Fn 0 0 BUILDING FILL @ 95% STANDARD > 0 DENSITY 0 ELASTOMERIC JOINT 0f FILLER OIL Ld EXTERIOR DOOR POURED SILL fiFl%t FOOTING AT INTERIOR BEARING WITH CMU NOT USED 3/4"=11_011 3/4"=11_011 DATE: 11-10-16 SD1 z U) q w w 0 U) 0 uj,- uj E z 8 z z u_ �2 6 0 F — z 0 (D oc) zt� w Z!�� _j 0) W FZ- R . OU)s 0 < 0 0 m mm A 1-- l.- uj uj 0 Z 0 Z :) U) I-- z E < < zo u- � 0 1: z W < 0 0- 0 0 x 0 3: � -, w N < LL (.) c\I uj Z z 0 0 DATE: 11-10-16 SD1 z W 0 0 x _j 0. 0 000 C114 0 du z LL _j a 0 LLJ ) 0 j 0 CL STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153292 SCALE: AS INDICATED DATE: 11-10-16 SD1 I. . ...... Lu 4 ry .6m; :L 4 4 � ... U) w z t ENTIRE COLUMN TO uj BE GROUT FILLED Lu W U.N.O. 4 UI 1 4 VERTICAL REINFORCEMENT DETAIL PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM 114-5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16"O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=V-0" GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 v P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHR ATTACHED PE� NAILING SCHE� FROM TOP OF KNEEWALLTO OR SP2 CLIPS AND SP1 CLIP" BASE ARE REC 2x BLOCKING MIN 2x4 STUDIr O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1 CONT. AR'�� KNEEWALL ABOVE MASONRY WALL 3/4"=1 ._011 2x6xl2 P.T. CENTER It BUCK FRAMING INF( 1) #5 VERTICAL IN ' CONNECTION PER C 3ROUT FILLED CELL (IF 0 8T STD. CONNECTOR ZEQ'D PER PLAN) THREADED RO - EITHER UPSET OR PLAN / BEARIN, JOTE: SEE MD08 ON SCHEDULE. 0111, INTEL PLAN FOR REQUIRED WH kDDIT'L REBAR INFO INDICATED ON PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16"O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=V-0" GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 v P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHR ATTACHED PE� NAILING SCHE� FROM TOP OF KNEEWALLTO OR SP2 CLIPS AND SP1 CLIP" BASE ARE REC 2x BLOCKING MIN 2x4 STUDIr O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1 CONT. AR'�� KNEEWALL ABOVE MASONRY WALL 3/4"=1 ._011 2x6xl2 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR ' CONNECTION PER C CENTERED 0 8T STD. CONNECTOR (HEADER CAN BE THREADED RO - EITHER UPSET OR PLAN / BEARIN, DOWNSET) �j I SCHEDULE. 0111, MIN. 2x4 SPF #2 KNEE REQUIRED WH WALL WITH STUDS @ INDICATED ON GARAGE WALL SCHEDULE. M11 BEYOND FROM END OF H MASONRY WAL 2x6 P.T. BUCK EACH � LOCKING ATTACH TO SIDE OF OPENING BLOCKING PE FOR BEAM SIZE WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ SHEATHING ON BOTH 5-1/2" EMBED. AT EA. LAP W/ (2) 16d NAILS DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. C> ANCHOR. (1 st BOLT TO BUILDER FRAME BE 8" MAX. ABV. CURB, <8> REST EQ.SPACED " E (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONIC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONIC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACEL' 2 TITEN HD ANCHORS w/ MIN. 1 2" EMBED. FOR 4 HOLLOW BLOCK OR 3 2" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOP 4 0 OR -1" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE . -24 O.C.) PT BASE PLATE 1/2"=V-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAI' 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ WOOD AD�O BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=11 NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SEE TYPICAL HEADER SHEATHING PER PLAN or" FRAMING DETAILS FOR I TYP. TRUSS TO FRAME Ty ADDITIONAL ' CONNECTION PER C INFORMATION 0 8T STD. CONNECTOR (HEADER CAN BE No - NOTES - EITHER UPSET OR PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END DOWNSET) �j I I FIR FRAME OUT TO BLOCK MIN. 2x4 SPF #2 KNEE ED( EDGE AS REQ'D IF REQ'D, PROVIDE CLOSURE WALL wl SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN !x W/ (2) 16d TOE NAILS :ACH END 2x BUCK DETAIL 3) 16d COMMON IF A/C IS SUSPENDED CHORD WITH (4) 10d 2x STUDS @ 16" O.C, FOR KNEE WALL (2) 2x PLATE LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F <8> ROOF SHEATHING FOR STRAP (2) 2x TOP PLATE CONT. ROOF SHEATHING NAIL PER PLAN D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END (2) 2x #2 SYP SEE PLAN 2 TO TOP CHORDS OF TRUSSES BELOW WHEN MIN. 2x4 SPF #2 KNEE BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS WALL WITH STUDS @ C14 BELOW AND CONNECT w/ HTS20 @ 32" O.C. WALL WITH STUDS @ !x4 SPF CONT. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H A 2x PLATES OVER ROOF DECK PER VALLEY � LOCKING ATTACH TO STRUCTURAL TOP AND BOTTOM MIN FOR BEAM SIZE STRUCTURAL FRAMING DETAIL SHEATHING ON BOTH 2x4 BLOCKING LAP W/ (2) 16d NAILS SHEATHING ON BOTH B DOUBLE TOP PLATE EACH SIDE DOUBLE TOP PLATE w/ P, SIDES FROM TOP OF JAILS C> SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR BUILDER FRAME WALL TO BOTTOM OF <8> RAFTER E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ BEAM. ATTACHED PER STRUCTURAL SHEATHING PER PLAN AND ROOF NAILING SCHEDULE FINISH PER ARCHSFIN MIN. H2X6 G CURVED ROOF TRUSSES PER PLAN OR CURVED HEADER RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAP NS 6 "FROM NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D CF01 DORMER FRAMING DETAIL 1/4"= 1 1-01, NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 0 !x W/ (2) 16d TOE NAILS :ACH END 2x BUCK DETAIL 3) 16d COMMON IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) (2) 2x PLATE JAILS (TYP.) ADD 2x4 VERTICAL x, REQ'D @ TOP CHORD. (2) 2x TOP PLATE ATTACHMENTS IF NO WEB IS PRESENT MIN. 2x4 SPF #2 KNEE (2) 2x #2 SYP SEE PLAN 2 COMPANY MIN. 2x4 SPF #2 KNEE (2) 2x #2 SYP SEE PLAN WALL WITH STUDS @ C14 2x4X'BRACE ACROSS c: WALL WITH STUDS @ !x4 SPF CONT. 16" O.C. W/ L-5 SHEARWALL (2) 2x #2 SYP SEE PLAN 16" O.C. W/ � LOCKING ATTACH TO STRUCTURAL TOP AND BOTTOM MIN FOR BEAM SIZE STRUCTURAL z SHEATHING ON BOTH 2x4 BLOCKING LAP W/ (2) 16d NAILS SHEATHING ON BOTH OSB W/ (2) 8d SIDES FROM TOP OF EACH SIDE DOUBLE TOP PLATE w/ P, SIDES FROM TOP OF JAILS WALL TO BOTTOM OF 1. BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER SHEATHING FROM RADIUS AS REQ'D BEAM. ATTACHED PER W 6d NAILS @ 16" O C NAILING SCHEDULE TOP OF WALL TO < m w NAILING SCHEDULE . . -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS !x BUCKS, AT BASEARE REQUIRED 11rV7 F�O KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL x, REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (2) 2x #2 SYP SEE PLAN 2 COMPANY (3) 10d NAILS TYPICAL (2) 2x #2 SYP SEE PLAN AT EACH TRUSS C14 2x4X'BRACE ACROSS c: < LENGTH OF END L-5 SHEARWALL uw) ci w E z 0 F- NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 1 Od TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C z LOCATION. MIN (3) BA� 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYP TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ P, 1: 2 ua) 0 P 0 W Lu 10 1 Od NAILS @ 4" 0. C. PLATE 1. STANDARD TRUSS TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE SHEATHING FROM FRAMED WALL PER u c F>o PLAN PRECAST LINTEL OR 3/4"=11_011 PRE -CAST LINTEL PER w PLAN F- (2) 2x PT BUCKS w/ 1/2" ATTACHMENT REQUIREMENTS O.S.B. BETWEEN SIZE TAPCONS SPACING # ROWS IF DBL. NAILER IS 2x4 3/16" x 3" 12" O.C. 1 USED, USE 1/4" x 4-1/2" I 2x6 3/16" x 3" 12" O.C. TAPCONS; SEE NOTES I 2x8 3/16" x 3" 12" 0. C. =±2 FOR SPACING < < z 0 Lu LLJ Of I KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS A/C IN TRUSSES 3/4"=1 PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 1 U-0" OF THE NEAREST ROOF (1) SPH4 EVERY — OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL@ 24" 0. C. MAX. w/ (4) 1 Od NAILS TO BOTTOM CHORD & (3) 10d NAIL,� TO TOP CHORD- NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD! GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1 CHIMNEY FRAMING DETAIL 3/4"=1 ._011 BUILDER FRAME RADIUS AS REQ'D AT BASE ARE REQ'D U) 5; 0 0 z w KNEEWALL OVER MASONRY WALL cr_ fiF0 51 1 1 3/4"=11-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45') W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END RE. ELEV FOR O�H. 3/4"=11-01. PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY '--,W . SEE ARCH PLANS FOR OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID V) Lu W FLUE PER MANUF. SPECS W/ 2" MIN. WINDOW PER § CLEAR BETWEEN FLUE 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE CL GALVANIZED FLASHING 0 OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN 2 ATTACHED PER FASTEN PT 2x NAILER (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH C14 EXT FINISH PER PLAN W/ GALVANIZED FOR BEAM SIZE END IF OPENING PROVIDED 0 uw) ci w E z 0 F- MAIN FLOOR 0 PER PLAN) Z TO MASONRY NOTES: z 0 0 o 00 uj z !� < MIN. 2x4 SPF #2 KNEE _4 u 11 co (1) R �Z- E 2 c", 0 0 :S 2x PT BOTTOM C15 WALL w/ STUDS @ 16" w 1: 2 ua) 0 P 0 W Lu 10 z PLATE 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, 0 uj C) < SHEATHING FROM i w u c F>o F_ z PRECAST LINTEL OR TOP OF WALL TO < m w .2 -e, cc KNOCK OUT COURSE FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAP NS 6 "FROM F- �7 0 0 Ing I NAILING SCHEDULE u ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK F5 0 z MASONRY WALL T P A 0 0 Z 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, w a 0 w 0 0 STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Lo n THIS CASE. LU STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 0 0 0 MRB JOB N o. TM 2 1 5 3 292 SCALE: "' - " ' AS INDICATED BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" C) C/) DATE: 11-10-16 O.C. @ EACH SUCCESSIVE BUCK (D W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME Z (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 0 _j TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) co < ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS 0 LU w U- 0 I I I I 1 91 1 1 U) A, z 011111 filli/ifir, 9) 1/2"=1 NN I;qv CF) u� co v. Ld oo % 6 4-% SHEATHING PER PLAN STRUCTURAL TYP. TRUSS TO FRAME I SHEATHING 0 - , U- 0 Poo z CONNECTION PER TYP TRUSS TO FRAME �u O:z < (j STD. CONNECTOR CONNECTION PER 00 > Z 0-- NOTES STD. CONNECTOR < FRAME OUT TO BLOCK NOTES *0 v/. z < EDGE AS REQ'D FRAME OUT TO BLOCK EDGE m ILL KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS A/C IN TRUSSES 3/4"=1 PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 1 U-0" OF THE NEAREST ROOF (1) SPH4 EVERY — OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL@ 24" 0. C. MAX. w/ (4) 1 Od NAILS TO BOTTOM CHORD & (3) 10d NAIL,� TO TOP CHORD- NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD! GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1 CHIMNEY FRAMING DETAIL 3/4"=1 ._011 BUILDER FRAME RADIUS AS REQ'D AT BASE ARE REQ'D U) 5; 0 0 z w KNEEWALL OVER MASONRY WALL cr_ fiF0 51 1 1 3/4"=11-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45') W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END RE. ELEV FOR O�H. 3/4"=11-01. PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY '--,W . SEE ARCH PLANS FOR OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID V) Lu W FLUE PER MANUF. SPECS W/ 2" MIN. WINDOW PER § CLEAR BETWEEN FLUE 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE CL GALVANIZED FLASHING 0 OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN 2 ATTACHED PER 0 (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH FOR BEAM SIZE (ONLY 0 o EXT FINISH PER PLAN W/ GALVANIZED FOR BEAM SIZE END IF OPENING PROVIDED 0 uw) ci w E z 0 F- MAIN FLOOR 0 PER PLAN) Z - UJ 0 ?"llp cy) z 0 0 o 00 uj z !� < MIN. 2x4 SPF #2 KNEE _4 u 11 co (1) R �Z- E 2 c", 0 0 :S 2x PT BOTTOM C15 WALL w/ STUDS @ 16" w 1: 2 ua) 0 P 0 W Lu 10 z PLATE O.C. w/ STRUCTURAL w I-_ Z M) U) �- Z E < <wzo 1 3: o m , 5 0 z uj C) < SHEATHING FROM i w u c F>o F_ z PRECAST LINTEL OR TOP OF WALL TO < m w .2 -e, cc KNOCK OUT COURSE BOTTOM OF WALL. ATTACHED PER U - a 11 Z 11� 0 0 Ing I NAILING SCHEDULE u U) OTHERWISE SP2 CLIPS z z MASONRY WALL T P A 0 KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS A/C IN TRUSSES 3/4"=1 PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 1 U-0" OF THE NEAREST ROOF (1) SPH4 EVERY — OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL@ 24" 0. C. MAX. w/ (4) 1 Od NAILS TO BOTTOM CHORD & (3) 10d NAIL,� TO TOP CHORD- NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD! GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1 CHIMNEY FRAMING DETAIL 3/4"=1 ._011 BUILDER FRAME RADIUS AS REQ'D AT BASE ARE REQ'D U) 5; 0 0 z w KNEEWALL OVER MASONRY WALL cr_ fiF0 51 1 1 3/4"=11-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45') W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END RE. ELEV FOR O�H. 3/4"=11-01. PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY '--,W . SEE ARCH PLANS FOR OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID -0" (4) 16d COMMONS ELEV 0' NAILED @ EACH END CONC. SLAB VERT REINF. BEYOND SEE FOUNDATION 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO 16d COMMONS END NAILED TO VERTICAL MASONRY WALL PER 2x4's PLAN SEE FOUNDATION DETAILS FOR FTG INFO TRUSS PER PLAN 1WSA TYPICAL ONE STORY CMU WALL SECTION 3/4"=1 1-01, V) Lu W FLUE PER MANUF. SPECS W/ 2" MIN. WINDOW PER § CLEAR BETWEEN FLUE FLOOR PLAN & FRAME GALVANIZED FLASHING 0 EXT. SHEATHING PRECAST CONC. OR ATTACHED PER POWERS STEEL SILL NAILING SCHED. TYP. @ALL WINDOWS 2x4 FRAMED CRICKET EXT FINISH PER PLAN W/ GALVANIZED FLASHING od uw) ci w E z 0 F- MAIN FLOOR -0" (4) 16d COMMONS ELEV 0' NAILED @ EACH END CONC. SLAB VERT REINF. BEYOND SEE FOUNDATION 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO 16d COMMONS END NAILED TO VERTICAL MASONRY WALL PER 2x4's PLAN SEE FOUNDATION DETAILS FOR FTG INFO TRUSS PER PLAN 1WSA TYPICAL ONE STORY CMU WALL SECTION 3/4"=1 1-01, r U) P) F U) z I 0 (/) o Lu g, w od uw) ci w E z 0 F- 0 < z U) - u - o 0 0� (6 - UJ C-4 z 0 0 o 00 uj z !� z F_ _j co (1) R �Z- E 2 c", 0 0 :S W 1: 2 ua) 0 P 0 W Lu 10 z o z o Z M) U) �- Z E < <wzo 1 3: o m = 0 uj C) < 0 N (L .(6 < w C14 i w Z F_ z N < U- w N 0 cl) w 0 I — (D 0 c 0 w r U) P) F SD2 I Uri - UJ C-4 z W z o = 0 _j CL cl) w 0 0 N 0 Z w LL a 0 w 0 0 0� n STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB N o. TM 2 1 5 3 292 SCALE: "' - " ' AS INDICATED DATE: 11-10-16 SD2 SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" O.C. O.C. SHEATHING NOT REQ'D SHEATHING NOT REQ'D TO BE CONT. @ THE TO BE CONT. @ THE TRANSITION FROM TRANSITION FROM BEAM TO GABLE r WALL TO GABLE NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER TRUSS BOT. CHORD UP TO 4'-8" TRUSS TRUSS 1/2" J -BOLTS w/ GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. DOUBLE 2x TOP PLATE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" r FASTEN SIDE WALL 14'-0" < H61 8'-8" CLG. NAILING SURFACE BEAM PER PLAN SHEATHING PER PLAN. 2x4 SYP #2 BRACING @ OUTLOOKER (MAX. FOR NAILING (5) 16d NAILS BRACE Lu TO BLOCKING A MAX. EXT. SHEATHING; Lu SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH SIMPSON H10A SIMPSON H10A ATTACH PER PLAN TOENAILS EA. END U) DIAGONAL TO BEAM DIAGONAL TO TOP 1: b x PLATE GABLE END TR ss T U PLT.@12" O.C. MAX. < w cy) BEAM CONNECTION FRAME WALL CONNECTION ROOF SHEATHING SIDS SCREWS TO TOP CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO \ K� -- BRACE TO PLATE TRUSS BOT. CHORD UP TO 4'-8" 3 1/4" HOLD 1/2" J -BOLTS w/ GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" r STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ OUTLOOKER (MAX. FOR NAILING EACH END AND 32" O.C. 24" O.C. FOR FALSE BM Lu IN CMU. OR SIMPSON A MAX. ATTACHMENT w/ (3) 1 Od 1.4 Lu SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN w TOENAILS EA. END U) PROVIDE 16d NAILS 1: b x D GABLE END TR ss T U PLT.@12" O.C. MAX. < w cy) 2x TOP PLATE TO ROOF SHEATHING SIDS SCREWS TO TOP SHEATHING TO V-13" MAX PLYWOOD CANT. O.H. w BLOCKS w/8d NAILS E GABLE END W/ 16d CHORD OF EACH (TYP.) (END NAIL PLTS. 00 0 NAILS @ 6" O.C. FRAMING FOR FALSE L Z) CMU WALL OR LINTEL-------_____ M HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) ATTACH W/ (2) 1 Od BELOW TO STUD) 10d NAILS @ EA. TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO TRUSS PER PLAN DTC CLIP, (2) 8d NAILS BRACE w ---- I I - TIE BEAM COURSE W/ (1) 2x4 STUDS @ 24" O.C� W/ x #5 CONT. SINGLE BASE & TOP < 04 "I Lu < LU PLATE w/ PLYWOOD FALSE BM PER PLAN ............ /—CONT. 2x4 SHEATHING COVERING IF REQ'D C) CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 2x4 #2 SYP P.T. GABLE END @ FLAT CEILING CONNECTIONS WHERE O.H. IS > V-0", DROP H LLJ UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H K- T-0" GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H!E14'-O" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. SEE ELEV. FOR TO RUN BACK TO 1 ST COMMON NAILS @ EA. END. < < OUTLOOKER (MAX. FOR NAILING 3/16" x 2 3/4" TAPCONS BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ z IN CMU. OR SIMPSON ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN w NAILS, TOENAILED @ 2x6 (MIN.) PLATE THRU PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MA\X (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF COMMON TRUSS W/ 1/4"x4-1/2" SIMPSON EACH END.AT 24" O.C. ROOF SHEATHING SIDS SCREWS TO TOP SHEATHING TO V-13" MAX PLYWOOD CANT. O.H. w BLOCKS w/8d NAILS E END NAILS EA CHORD OF EACH (TYP.) (END NAIL PLTS. LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW Z) ...... FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 1 Od VALLEY RAFTER TO STUD) NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO TRUSS PER PLAN DTC CLIP, (2) 8d NAILS @ 6" O.C. O.H. SIZE w ---- I I - x w 2x FASCIA w (2) 16d < 04 "I Lu < LU z ............ /—CONT. 2x4 C) 0 END NAILS @ EA. 2x4 #2 SYP P.T. WHERE O.H. IS > V-0", CN 2x4 OUTLOOKER @ 24" LLJ OUTLOOKER BLOCKING @ 24" O.C. 2x4 DIAGONAL BRACE DROP END GABLE w/ z O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) @ 48" O.C. TO 3RD W/(2)12d END NAILS OUTLOOKERS @ 24" 0 z END NAILS TO TRUSS BAY REQ'D w/ HOLD WALL 3-1/2" tz O.C. TO RUN BACK TO 0 STRONGBACK, SEE 1 ST COMMON TRUSS LLI DOWN FOR &OWN DOUBLE TOP PLATE CHART "'------GABLE LLI WITH (3) 12d TOENAILS. LO V-9" MAX. z OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 1 Od EACH WEB z LU BRACING N CONNECT TO DROP LU TRUSS PER PLAN 0 U) < HEADER PER PLAN IF GABLE WITH H2 5 CLIP NAILS @ PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H K- T-0" (1) 2x4 BRACE T -O" < H e- 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H!E14'-O" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 1 Od NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACKTO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 10d COMMON NAILS @ 8" O.C. 45' MAX 2'-0" O.H. 0 C) u U) (D w z 0 STRON(3bAUK W Rt:Q'D CONT. 2x4 PER CHART (5) 16d NAILS BRACE 2x4'S @ 24" O.C. < TO BLOCKING A y- GABLE END /A PROVIDE 2x4 BRACE SHEATHING FASTEN -j u - GABLE END TO EA. ADJ. DIAG. PER PLAN LU w SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D PER PLAN. 16d NAILS. 3/4"= 1 1-01, A w (D 0 w FIELD FRAMED VALLEY DETAIL 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) r, I R Flr-OUN L) I %�,, k4) OU ILS INTO BLOCKING, 8d NAILS TO TOP kTE 2x6 RAFTER TO 2x8 3/4"=V-011 TRUSS PER PLAN RIDGE BOARD W/ A35 3/4"=11-091 TRUSS ON (1) SIDE OF HEADER PER PLAN; 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE FOR ADDT'L INFO. INTO BLOCKING, (2) OUTLOOKER (MAX. FOR NAILING 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAX. 2x4 BLOCKING (2) 12d -- IN CMU. OR SIMPSON ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO FASTEN SYP OR SPF @ 24" O.C� W/ (2) 12d NAILS, TOENAILED @ 2x6 (MIN.) PLATE THRU PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MA\X SHEATHING PER PLAN STUD TOP & BOTTOM COMMON TRUSS W/ 1/4"x4-1/2" SIMPSON EACH END.AT 24" O.C. ROOF SHEATHING SIDS SCREWS TO TOP WALL SHEATHING PER END NAILS EA CHORD OF EACH (TYP.) (END NAIL PLTS. LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW Z) PER PLAN FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 1 Od VALLEY RAFTER TO STUD) NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO TRUSS PER PLAN DTC CLIP, (2) 8d NAILS < < zo LL 0 0 2 w ---- I I - x w 2x FASCIA w (2) 16d < 04 "I Lu < LU z ............ INTO BLOCKING, (4) 8d LLJ 0 END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE 2x4 OUTLOOKER @ 24" LLJ OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/(2)12d END NAILS BRACE TO LEDGER END NAILS TO TRUSS HOLD WALL 3-1/2" @ EACH END DOWN FOR &OWN DOUBLE TOP PLATE LLI C-4 V-9" MAX. z OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 1 Od EACH WEB z LU b TRUSS PER PLAN 0 U) < HEADER PER PLAN IF NAILS @ 0 000 REQ'D. MIN (1) JACK& C4 z EXTERIOR SHEATHING. -10 Lu Z (1) KING STUD W/ SIMPS. LL 0 TRUSS PER PLAN UJ j --) 0 ATTACH PER PLAN LSTA18 HEADER TO a- FROM TOP OF WALL VARIES STRUCTURALENG: CFG STUDS TYP. BASE DRAFTING: -STRUCT: Lu Lu TO BOTTOM MRB JOB RAKED DOUBLE TOP TM - 2153292 CONNECTION AS INDICATED DATE: 11-10-16 (n, 2x8 #2 SPF STUDS AT PLATE SHEATHING PER PLAN 16" O.C. CEILING NAILER AS 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS NOTE: PROVIDE ADDIT'L REQ'D O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRYWALLOR 2x8 #2 SYP PT. BASE BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" PER HIB -91 & TRUSS 16" O.C. TYP. MSTAM-24 TYP. EA. LINTEL SEE PLAN IN CMU. OR SIMPSON ANCHOR BOLT OR MANU.'S DRAWINGS; SIDE OF EA. STUD. META16 TITEN HID @ 32" O.C. & CEILING GYP. BID. IS 2x8 #2 SYP PIT BASE CENTERED BETWEEN 6" FROM EACH END NOT A DIAPHRAGM PLATE FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU CMU WALL PER PLAN FOR REQ'D FLASHING (GE�O GABLE END @ VAULTED CEILING 3/4"= 1 1-01, A w (D 0 w FIELD FRAMED VALLEY DETAIL 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) r, I R Flr-OUN L) I %�,, k4) OU ILS INTO BLOCKING, 8d NAILS TO TOP kTE 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/ A35 SEE GE01/SD3 FOR TRUSS ON (1) SIDE OF HEADER PER PLAN; SHEATHING RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE FOR ADDT'L INFO. INTO BLOCKING, (2) (AS SHOWN) 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAX. 24"o.c. IF HEADER WITH IN CMU. OR SIMPSON UPLIFT SPAN 4'-6" OR 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. FASTEN SYP OR SPF @ 24" O.C� W/ (2) 12d ATTACH PER NAILING 2x6 (MIN.) PLATE THRU END NAILS @ EACH DOOR AS REQ'D SHEATHING PER PLAN END. COMMON TRUSS W/ 1/4"x4-1/2" SIMPSON SIMPSON META16 @ - --rill SIDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW Z) BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 1 Od VALLEY RAFTER -L\/A- NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL AT 24" O.C. BEARING CONDITION a_ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. 104 NON-BEARING WALL CLIP DETAIL 3/4"=1 .-011 �D- SIMPSON H10A DIAG. cf) z A.& TO BLOCKING 0 No%%111111111/41 uj U) -INN ce) 96's X. uj 00 % 01 u - z pal GABLE BRACING @ 48" PROVIDE 2x BLOCKING W OD O.C. MAX. 45' FROM FOR NAILING 0 0: Z -j z 0,0 HORIZONTAL (+/- 10') w < Z BRACE NOT REQUIRED 6'FROM EAVES. TPHq(Z OPP P1 ANI rl m 6 * ? , W -j W4 1.w SEE PLAN FOR ca u - SUPPORT AND TIE DOWN OF JACK w TRUSSES PROVIDE BLOCKING u 0 0 @ 48" O.C. FOR FIRST 3 SEEGABLE C) BAYS WALL PER PLAN 0 4� 0/1 CONNECTION DETAIL z cf) —jv (FRAME WALL SHOWN; FOR REQ'D < MAY ALSO BE C6 L) '1111 CD CONNECTIONS MASONRY) 6 z 'NOTE: GABLES SPANNING LESS THAN 8'DO NOT REQUIRE BRACING*** CL u 0 GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=11-011 (2) 2x TOP PLATE MAIN SPAN ROOF EA. SIDE OF HEADER SEE GE01/SD3 FOR TRUSS OUTLOOKER OR HEADER PER PLAN; SHEATHING SEE HEADER CANTILEVER SCHEDULE& NOTES STUDS) w/ MIN 7" FOR ADDT'L INFO. MASONRY WALL SIMPSON LSTA12 OR SP4 CONNECTORS @ ONLY REQ'D @ BRIG 24"o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR MORE. EXT. SHEATHING; (GE�O GABLE END AT VALLEY FRAMING ATTACH PER NAILING 2x DOWNFRAME TO SCHEID. DOOR AS REQ'D (2) 16d NAILS TO EA. 4 - 0 COMMON TRUSS z SIMPSON META16 @ - --rill In In. GABLE TRUSS 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN I 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF EA. SIDE OF HEADER WOOD WALL TRUSS (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRIG 's c� 7 c-, 0 w E FOR WOOD OR WALL W/ UPLIFT MASONRY Lu F- Z F- 0 z cn -,J a) Y (GE�O GABLE END AT VALLEY FRAMING NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHEID. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHEID. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE 1/2"=V-0" NOT USED 3/4"=11-011 W Z a) U 9 0 SD3 z CD U) 0 �: :�t 's c� 7 c-, 0 w E 06 Lu F- Z F- 0 z cn -,J a) Y uj < e�, - — b x 0 z (6 —, 0 Coco - Lu Z !� F U) u) EE- 0 z c) Z) CL c.) < 0 0 U) s 'r 0 U) z t- 0�- LU UJ Z ::) V) �- Z E' ry 0 < < zo LL 0 0 2 w < 04 "I Lu < LU z F- Z LL 0 LLJ 0 LLJ w &OWN LLI C-4 z il- z LU b 0 U) < Uf 0 000 C4 -10 Lu Z C) LL 0 UJ j --) 0 0 STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153292 SCALE: AS INDICATED DATE: 11-10-16 SD3 NOTE: PIPE OR DUCT W/ PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. LEAST 8'-0" LONG. TYP. MORE THAN 50% OF U) 2 TOP PLATE WIDTH NAILING SCHEDULE & INSTALL SIMPSON 2x4 STUDS PER NAILS l ON EA. SIDE) PSPN516Z W/ (12) 16d FRAMING PLAN 2x8 STUDS PER NAILS TYP. TOP & BOT. TRUSS MEMBER (2) 8d TOE NAILS FRAMING PLAN DOUBLE 10d @ 3" O.C. 2x8 w/ (2) 1 Od NAILS @ UT—) � 0� i. - TOP SPLICE TO LEDGER ATTACHMENT BY 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO 10d x 3" COMMON OPP.. T 71— 71- r CONDITIONS TOP PLATE W/ (4) 16d U) 2 BEAM INTO LONG SPAN AS INDICATED ON BEAM NAILING SCHEDULE & NAILS l ON EA. SIDE) SIDE 2x8 STUDS PER TYP. AT ALL EXTERIOR TRUSS MEMBER (2) 8d TOE NAILS FRAMING PLAN CONDITIONS 2x8 w/ (2) 1 Od NAILS @ UT—) � 0� i. - @ 24" O.C. W/ EXT. TO LEDGER ATTACHMENT BY 16" O.C. MAX.; BUILDER TOP SPLICE BOTTOM SPLICE OVER Id NAIL BOTTOM PLATE STUD z U) 0 LL 0 U) M DOUBLE 2x8 TOP PLATE TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN 3/8" NAIL SHEATHING AT FRAME WALL BOTTOM PLATE BEYOND INSTALLED VERTICALLY. 0 0 AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING z wo (1) ROW OF 8d COMMON NAILS @ 3" O.C. 0 'A'= NAIL SPACING z - - - - - - FF 1 IF- W - < 01" &c. NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. 0 n 7: p w ROOF SHEATHING, U) FASTEN PER PLAN w z T— lo w o l-- 1/2" A 1/2" a_ 7: NAIL OPENING PERIMETER W/ (2) ROWS OF 8d -il- --il- L U) OA- -1 r u- - - _0 0 WALL SHEATHING 0 w /4 0 NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL COMMON NAILS @ 3" O.C. EE (D 0x/ SPLICE, SEE SPLICE (D IN EDGES 6" O.C. U.N.O. ON PLANS A DETAIL. MAX 1/8" 11 11 1/2" 2x4 FRAMING @ 24" OPENING SPACE BETWEEN �w- STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. 4 W DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 Od NAILS PANELS COMMON NAILS @ 3" O.C. T- @ 4" O.C. PROVIDE (4)10d x3" co (n PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING 3 -j PER -ENG TRUSSES NAILS AT JOINT j " T - DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE To 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE W/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN 1/4" 1 Od NAILS 1" EDGE 1 1/2" EDGE 10d x 3" COMMON 0 2 1/2" z z w w 1 1/2" z loo, I'll. w I Q C14 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP.. T 71— 71- r w w M U) 2 BEAM INTO LONG SPAN AS INDICATED ON BEAM NAILING SCHEDULE & AT CORNER SIDE (2) 8d TOE NAILS TO >: 0 TRUSS MEMBER (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP 0 Z 2x8 w/ (2) 1 Od NAILS @ UT—) � 0� i. - @ 24" O.C. W/ EXT. TO LEDGER ATTACHMENT BY 16" O.C. MAX.; BUILDER w 0 < Id NAIL BOTTOM PLATE Iu- J L z U) 0 LL 0 U) M Z 7) U) l'- Z E 13- -j -1 I I @ 6" O.C. 2x12 AT W 0 0 LAP BEAM PLYS AND 2x4 BLOCKING PLACED U) v SEE ELEV. FOR I SHEATHING PER TO CORNER STUD PACK W/ (4) 1 Od NAILS FLATWISE (2) 16d < CL U) C14 0 O.H. SIZE z w SI O.H. SIZE 00 CONDITION @ CMU WALL CUT TO FIT 2x BOTTOM PLATE TOP PLATE CORNER TRANSITION 7 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMMC OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 01, &c .44 '0 0 /v' 0 z 6 < a� U) 2x4's D < 1 �0 a a EDGE DISTANCE PER VVIL Oor--- INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT - - 'I-, / "� TYP. Z) 0 HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @ 2x SCAB w/ I Od NAILS u- 0 STUD PER PLAN - 4 AROUND 2x STUDS BEYOND, -J TOP & BOTTOM I -j" )t -�'- @ 4" O.C. OPENING u- SHEATHING SPLICE SEE PLAN FOR MORE (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION Lr) < LL PER -ENG TRUSSES �' INFO l-- 0 VERTICAL MEMBER IF GABLE END 2x FASCIA z SHEATHING & PER PLAN 2x FASCIA PER PLAN E L' R "'l 0 R rA R T� C OPE SEE PLAN BLOCKING CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN T 71— 71- r w w M U) 2 BEAM INTO LONG SPAN AS INDICATED ON BEAM NAILING SCHEDULE & U) Lu CMU WALL PER PLAN (2) 8d TOE NAILS TO >: 0 TRUSS MEMBER (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP SIMPS. SIDS SCREWS @ 2x8 w/ (2) 1 Od NAILS @ UT—) � 0� i. - @ 24" O.C. W/ EXT. TO LEDGER ATTACHMENT BY 16" O.C. MAX.; BUILDER w 0 l.- Id L tL-- Iu- J L fn U) 0 LL 0 U) M Z 7) U) l'- Z E 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. -TE -j -1 -IL @ 6" O.C. 2x12 AT W 0 2i LAP BEAM PLYS AND 2x4 BLOCKING PLACED FLOOR SYSTEM 0 v SEE ELEV. FOR I SHEATHING PER LL 0 FLATWISE (2) 16d z C14 0 O.H. SIZE z w SI O.H. SIZE LL CONDITION @ CMU WALL CUT TO FIT 2x BOTTOM PLATE ui OPENING SIZE BEYOND SEE PLAN LLJ WALL TO PRECAST SHEATHING DIAGRAM 12 12" O.C. fiF1 E XTERIOR SHEATHING SCHEDULE NAILING SCHEDULE & 3/4"=11-0" z HTS20 CLIP FROM SEE PLAN BLOCKING CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN GYPSUM WALLBOARD SIMPSON LSTA30 W/ 2x6 SYP #2 LEDGER. TO z (D BEAM INTO LONG SPAN AS INDICATED ON BEAM NAILING SCHEDULE & U) Lu CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION TRUSS MEMBER (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP SIMPS. SIDS SCREWS @ 2x8 w/ (2) 1 Od NAILS @ LEDGER PER PLAN @ 24" O.C. W/ EXT. TO LEDGER ATTACHMENT BY 16" O.C. MAX.; BUILDER 2x4 PT LEDGER W/ (�Sl HEADER POCKET SLIDER (22) 1 Od NAILS (ALL NAILING PER PT POST PER PLAN fn 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER Z 7) U) l'- Z E 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. -TE SCHEDULE 0 @ 6" O.C. 2x12 AT O.C. PLAN LAP BEAM PLYS AND 2x4 BLOCKING PLACED uiu— v SEE ELEV. FOR I SHEATHING PER SEE ELEV. FOR FLATWISE (2) 16d z C14 0 O.H. SIZE z w SI O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF TYPICAL SCAB OVERHANG NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=11-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS ROOF SHEATHING, 2x4 #2 SPF NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. DOUBLE TO W/ (2) 16d END NAILS SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) CONNECTION CONNECTION EACH END P PLATE MORE INFO & MORE INFO & (2) 2x TOP PLATE ----------- @ EACH STUD + x xx- 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2X8 #2 SPF VERTICAL D PRE-ENGINEERED CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN @ 24" O.C. w/ EXT. SIMPSON LSTA30 W/ 2x6 SYP #2 LEDGER. TO z (D BEAM INTO LONG SPAN AS INDICATED ON BEAM NAILING SCHEDULE & U) Lu STUDS wl (2) 1/4" X 41/2" 2x12 w/ 10d X 3" NAILS TRUSS MEMBER 7 w ZO �ul E SIMPS. SIDS SCREWS @ 2x8 w/ (2) 1 Od NAILS @ STRAP IS NOT REQUIRED. EACH VERTICAL @ 24" O.C. W/ EXT. 2x4 #2 SPF ATTACHMENT BY 16" O.C. MAX.; BUILDER ROOFTRUSS-SEE (�Sl HEADER POCKET SLIDER (22) 1 Od NAILS (ALL z Z PT POST PER PLAN EXTERIOR WALLITRUSS (2) 1/4" X 31/2" SIMPS. SDS SCREWS @ 16" O.C. Z 7) U) l'- Z E 0 @ 6" O.C. 2x12 AT MAX. LAP BEAM PLYS AND uiu— SHEATHING PER BLOCKING @ 24" O.C. NAIL AS SHOWN (5) 1 Od z C14 0 FRAMING PLAN FOR z w 0 5 CORNER CONDITIONS < (D ui 1/4" x 2 3/4" TAPCONS AT LLJ WALL TO PRECAST 12 12" O.C. N NAILING SCHEDULE & w/ (2) 16d END NAILS z HTS20 CLIP FROM SPACING EXTERIOR SHEATHING STRAP AROUND CL w w SIMPSON H3 CLIP — z SHEATHING PER PLAN PLAN VIEW TOP OF POST LINTEL W/ (2)ROWS OF 0 A + TO STUDS OR BEAM W/ (4) 1 Od NAILS FOR SEE PLAN FOR (2) 1/4" X 4%" SIMPS. NAIL PER PLAN TALLER STUD) w U) U) Ld ABU POST BASE PER SDS SCREWS @ 16" 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. 4 TRUSS MEMBER O.C. MAX.; 00 CONNECTION 5/8" THREADED ROD W/ TO GABLE END STUDS_, 0 0 0011, NUT SET IN ADHESIVE 16" O.C. MAX. TRUSS W/ (4) 12d NAILS H'. 2x8 w/ (2) 1 Od NAILS @ I xx.1 2x BRG WALL, SEE FASCIA PER 11 �1� O.C. MAX.; COMMUNITY SPECS 0 SEE FOUNDATION STAGGERED INTO TRUSS & (3) 12d 2x4 SYP #2 OR 4, EACH VERTICAL SYP #2 LEDGER W/ 1/4" xx PRE-ENGINEERED PLAN FOR STUD SIZE & INFO x 2 3/4" TAPCONS @ 1 �2" Q ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. TRANSOM BETWEEN TOENAILS INTO OTHER =6 TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN (2) 2x SHINGLE ONLY CORNER COLUMN FRAMING (SD�01 TYPICAL SHED ROOF DETAIL EE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. -STRUCT: TNT QC CHECK: MRB JOB No. TM- 2153292 SCALE: AS INDICATED DATE: 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE,!,,�:!�i: TRUSS PER PLAN ROWS OF 1 Od NAILS 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER AF�l SECTION 0 DOUBLE BEARING kF�l STEP @ BEARING FRAME WALL ICSO�1� HEADER a POCKET SLIDER W/ TRANSOM /k�02 HEADER a POCKET SLIDER w/ TRANSOM FS03� HEADER POCKET SLIDER 3/4"= 1 1-01, 3/4"=11-0" 3/4"=1141 1/2"= 1 1-01. 1/2"= 1 1-01, 1/2"=11-0.1 LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x8 #2 SPF VERTICAL CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN @ 24" O.C. w/ EXT. LINTEL PER PLAN 2x6 SYP #2 LEDGER. TO z (D BEAM INTO LONG SPAN AS INDICATED ON BEAM NAILING SCHEDULE & U) Lu STUDS wl (2) 1/4" X 41/2" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN TRUSS MEMBER 7 w ZO �ul E SIMPS. SIDS SCREWS @ 2x8 w/ (2) 1 Od NAILS @ STRAP IS NOT REQUIRED. EACH VERTICAL POCKET SGD Z ATTACHMENT BY 16" O.C. MAX.; BUILDER F- -j (�Sl HEADER POCKET SLIDER TO GABLE END STUDS w EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALLITRUSS (2) 1/4" X 31/2" SIMPS. SDS SCREWS @ 16" O.C. Z 7) U) l'- Z E 0 < < ZO u al� 1: c Om CL MAX. LAP BEAM PLYS AND uiu— W < TO MASONRY W/ 2X6 PT NAIL AS SHOWN (5) 1 Od z C14 0 -j ) z w 0 5 SYP #2 LEDGER w/ (2) NAILS PER PLY (D ui 1/4" x 2 3/4" TAPCONS AT LLJ EXT. BEAM PER PLAN 12 12" O.C. N SEE PLAN z HTS20 CLIP FROM LU POST TO BEAM SIMPSON H3 CLIP — z SHEATHING PER PLAN PLAN VIEW TOP OF POST 2x4 SYP #2 LEDGER. - 0 TO STUDS OR BEAM W/ (4) 1 Od NAILS FOR PT POST PER PLAN (2) 1/4" X 4%" SIMPS. 7 CONV. FRAMED Ld ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; 00 5/8" THREADED ROD W/ TO GABLE END STUDS_, 0 0 0011, NUT SET IN ADHESIVE w/ (2) 1/4" X 31/2" SIMPS.' 4'-0" MAX. C4 SDS SCREWS @ 16" FASCIA PER 11 �1� O.C. MAX.; COMMUNITY SPECS 0 SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR 4, PLAN FOR ADDITIONAL SYP #2 LEDGER W/ 1/4" PRE-ENGINEERED INFO x 2 3/4" TAPCONS @ 1 �2" Q ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. O.C. MAX. m SIMPSON H3 CLIP 0 DESIGNED FOR SHINGLE ONLY CORNER COLUMN FRAMING (SD�01 TYPICAL SHED ROOF DETAIL 3/4"=1141 1/2"= 1 1-01. 1/2"= 1 1-01, 1/2"=11-0.1 LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER z (D NAILING SCHEDULE & U) Lu (4) 12d NAILS EACH TRUSS MEMBER 7 w ZO �ul E w 2x8 w/ (2) 1 Od NAILS @ U) -1 0 <Z EACH VERTICAL POCKET SGD Z ATTACHMENT BY BUILDER F- -j (�Sl HEADER POCKET SLIDER 1/2"=11-0" 10d x 3" 10d x 3" OPP. SIDE �NCE PER ROOF SHEATHING, FASTEN PER PLAN 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ 24" O.C. TRUSS PER PLAN WOOD/MASONRY WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. W/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 1 Old NAILS @ EACH VERTICAL 1/2"=11-0" w F- < z w 0 cn. .... ..... w z 0 0 0 uj to W 0 0 C) 0 U) 0 LL] Z C) co < Q 0f u - W Lij u . . . . . . 0 U) N' 4 ce) so CL WIN; % 00 '<' 0 00 1j':c'q 6 z z 41 1�1� z' 0 ag so*" pv� 0 u- cj 0 1140 �4 0 Vei- cf) V- i u 0 z u 0 0 z !E C) �71 0 Needs < -711 m z (D U) Lu 0 -- , g 0 06 7 w ZO �ul E w (D U) -1 0 <Z Z C) co 0 Lu F- -j U) 9 U) z x 8 < 0 C) (I nL Z Z 7) U) l'- Z E 0 < < ZO u al� 1: c Om CL uiu— W < ui z C14 0 -j ) z w 0 5 (D ui LLJ m U) u N z LU z b 0 [L < Ld 00 0 0 0 w C4 0 -j Z w -J Q 0 Lu -3 0 m 0 0� 12 - STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM- 2153292 SCALE: AS INDICATED DATE: 11-10-16 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEESTANDARD CONNECTOR NOTES -4 BEARING \fv SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOWAS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS1 1 OR WS1 3 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER IOR SIM) IS PROVIDED ,lk BEARING TSEEPLAN LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ALL WINDOWS -F-T* EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. 01-01, GRAD DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONi FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 QTP AD %A// I I IN lnrj Tr) PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS DOUBLE 2x TOP PLATE NOTE: ALL FLOOR z PRE-ENGINEERED HEADER TRUSSES TO BE P.T. IF 3/4" FLOOR SHEATHING ROOFTRUSS-SEE LOWER: (1) 2x SILL NO MOISTURE xl-1/2" @ 24" O.C. (USE FRAMING PLAN FOR NAILING SCHEDULE BARRIER (FELT PAPER SIMPSON LSTA30 LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED TOENAILS. EXT. ANGLE) W/ (22) 1 Od ROOF TRUSSES AT 24" TRUSSSTRAP-SEE NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP STRUCTURAL COL PER O.C. OVER TOP PLATE MIN. — 0 Do 00- w Z!� -, 3", THEN RUN DOWN PLAN FOR SIZE AND CLIPS EACH SIDE w/ 2x FRAMING PLAN FOR FACE OF JAMB STUDS/ S ILL PLATE w/ (2) 1 Od REQ'D # OF STUDS HEADER CONNECTIONS EXTERIOR SHEATHING HEADER SIZE & REQ'D CRIPPLES @ 16" O.C. AT EA. END NAILED TO FROM TOP OF WALL JAMB STUDS (2) SIMPSON LSTAl 8 - SECTION FOR MORE SIMPSON MSTAM36 EXTERIOR SHEATHING z w/ (2) 1 Od TOENAILS STUD PACK w/ 1 Od DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (110) 1 Od TO FLOOR TRUSS TO 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X FLOOR W/ (14) 1 Od REFER TO 3/4" FLOOR SHEATHING SEESTANDARD 2-1/4" TITEN SCREWS NAILS FOUNDATION PLAN uj (7) 1 Od NAILS & (4) 1/4" ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. (3) 2x STUD PACK FOR FTG. EXT. SHEATHING x 2 1/4" TITENS; IF NAILING SCHEDULE USE SIMPSON ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF FLOOR TRUSSES ARE W 0 MSTCM60 STRAP W/ SCHEDULE MASONRY ATTACHED OF SILL (MAX OPEN'G (3) 2x STUDS REFER TO PLAN FOR (20) 16d SINKERS & (14 0. PER NAILING BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS WIDTH 4'-0"). USE A35 ATTACH 2x STUDS W/ SIMPS. MSTCM60 SCHEDULE; PROVIDE INFO. FOR TRUSSES 20" TO (2) 16d NAILS @ 6" O.0 1/8" GAP BETWEEN CLIP AT EA. END FOR 26" DEEP STRAP w/(20) 16d SHEATHING AND U) 0 MASONRY PRE -ENG. FLOOR (IF TITENS ARE NOT IN MASONRY WALL PER OPENINGS GREATER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR SINKERS & (14) 1/4" X 2 PLAN SYSTEM - IF NO FLOOR LINTEL COURSE OR N THAN 4'BUT LESS SYSTEMINSTALL INTO FILLED CELL USE HEADER SIZE & REQ'D KNEEWALL & PROVIDE 1/4" X 1 3/4" TITENS) THAN 6' 0 (IF TITENS ARE NOT IN SOLID BLOCKING U.N.O. JAMB STUDS FLOOR TRUSS PER UNDER COLUMN LINTEL COURSE OR I PLAN ABOVE PROVIDE SOLID INTO FILLED CELL USE 0 BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS1 1 FOR OR LVL GIRDER COL. EVEN WITHIN MORE INFO NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO TRUSSES TO BE P.T. IF NO MOISTURE fi�VSO TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER ,OR SIM) IS PROVIDED 3/4"=l CFG REFER TO PLAN FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE -STRUCT: A INFO. ................... QC CHECK: v MRB BEARING WALL PER 0 JOB No. PLAN BEYOND SEE FLOOR FRAMING A A COLUMNS PLAN FOR FLOOR DATE: 11-10-16 MID -HEIGHT BLOCKING SYSTEMINFO. IF HEADER IS UPSET _j LL AND WINDOW IS LU w PER BEARING WALL TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 QTP AD %A// I I IN lnrj Tr) PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS DOUBLE 2x TOP PLATE SOLID SHEATHING @ z 2x BOTTOM PLATE HEADER FLOOR GIRDER OR 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 1 Od LOWER: (1) 2x SILL ATTACHED PER xl-1/2" @ 24" O.C. (USE AT EA. END NAILED TO NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON LSTA30 ROD WITHIN 6" FROM STRAP(MAX10- SP8 @ 2x8 STUDS) STRAP (MAX 10 - TOENAILS. EXT. ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 1 Od > NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP COL; SEE BRG WALL/ OVER TOP PLATE MIN. U.N.C. ON PLAN OVER TOP PLATE MIN. — 0 Do 00- w Z!� -, 3", THEN RUN DOWN 3", THEN RUN DOWN CLIPS EACH SIDE w/ 2x FACE OF JAMB STUDS/ HEADER-SEE2ND FACE OF JAMB STUDS/ S ILL PLATE w/ (2) 1 Od HEADER FLOOR PLAN FOR MIN. HEADER EXTERIOR SHEATHING HEADER SIZE & REQ'D CRIPPLES @ 16" O.C. AT EA. END NAILED TO FROM TOP OF WALL JAMB STUDS (2) SIMPSON LSTAl 8 - SECTION FOR MORE (2) SIMPSON META16 EXTERIOR SHEATHING L 1 __ FLOOR TRUSS SEE TO BOT. RIBBON, NAIL STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN _/ K_ FROM TOP OF WALL U.N.O. __l IF HEADER IS UPSET TO BOT. RIBBON, NAIL k-1 u 114114 r_ k, I I tj 114 1114 r U.. (2) 2x SILL AT WINDOW - z AND WINDOW IS PER PLAN FLOOR GIRDER OR wl 2x CRIPPLE STUDS LOWER: (1) 2x SILL 1/2" DIA. THREADED BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 1 Od (2) 16d NAILS @ 6" O.0 ROD WITHIN 6" FROM STUD PACK w/ 1 Od WIDTH 4'-0"). USE A35 TOENAILS. EXT. U) _j 8 NAILS @ 8" O.C. THEN 2x SILL PLATE w/ A35 HEADER OPENINGS COL; SEE BRG WALL/ TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. — 0 Do 00- w Z!� -, LESS THAN 4FT:(l) 2x CLIPS EACH SIDE w/ 2x ATTACH S ILL w/ (2) 1 Od S ILL PLATE w/ (2) 1 Od NAILS (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 1 Od NAILS SCHEDULE TOE NAILS AT EA. END z TOENAILS. OPENING ATTACH 2x STUDS W/ 1/2" DIA. THREADED (2) SIMPSON LSTA18 SOLID SHEATHING @ 0 (2) 16d NAILS @ 6" O.0 ROD WITHIN 6" FROM STRAPS CENTERED @ WIDTH 4'-0"). USE A35 U) _j 8 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW COL; SEE BRG WALL/ FLOOR w/ (14) 1 Od z F_ — 0 Do 00- w Z!� -, CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS 2 -STORY WALL NAILS = 2 1-- I,_ Lu Lu 0 CRIPPLES @ 16" O.C. AT EA. END NAILED TO (2) SIMPSON LSTAl 8 - SECTION FOR MORE (2) SIMPSON META16 xl-1/2" @ 24" O.C. (USE z w/ (2) 1 Od TOENAILS STUD PACK w/ 1 Od STRAPS CENTERED @ INFO. FLOOR TRUSS TO T&B (PLYWOOD NAILS @ 8" O.C. THEN 0 FLOOR W/ (14) 1 Od REFER TO MASONRY WALL bi NAILS FOUNDATION PLAN uj (7) 1 Od NAILS & (4) 1/4" SP8 @ 2x8 STUDS) Lli (3) 2x STUD PACK FOR FTG. EXT. SHEATHING x 2 1/4" TITENS; IF ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF FLOOR TRUSSES ARE W 0 SCHEDULE MASONRY ATTACHED OF SILL (MAX OPEN'G (3) 2x STUDS 20"- 26" DEEP, USE 0. PER NAILING WIDTH 4'-0"). USE A35 ATTACH 2x STUDS W/ SIMPS. MSTCM60 SCHEDULE; PROVIDE C) (2) 16d NAILS @ 6" O.0 1/8" GAP BETWEEN CLIP AT EA. END FOR STRAP w/(20) 16d SHEATHING AND U) 0 MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE 000 MASONRY WALL PER OPENINGS GREATER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR SINKERS & (14) 1/4" X 2 PLAN w SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E MIN THICKNESS SHALL /WSO�' TYPICAL TWO STORY COL. @ GIRDER I/WSO% 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4"=V-0" 3/4"=11-0.1 15/32" OR 7/16" OSB. ATTACH TO FLOOR 3/4"=11-0" TOE NAILS AT EA. END z TOENAILS. OPENING OF SILL (MAX OPEN'G U) w SOLID SHEATHING @ 0 LARGER THAN 4FT: (2) 7 c-, w 0 UJ E z �_ WIDTH 4'-0"). USE A35 U) _j 8 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW CLIP AT EA. END FOR z F_ — 0 Do 00- w Z!� -, CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS OPENINGS GREATER = 2 1-- I,_ Lu Lu 0 CRIPPLES @ 16" O.C. AT EA. END NAILED TO THAN 4'BUT LESS < 0 2 CL C/i < C\l xl-1/2" @ 24" O.C. (USE z w/ (2) 1 Od TOENAILS STUD PACK w/ 1 Od THAN 6' 0 T&B (PLYWOOD NAILS @ 8" O.C. THEN 0 SIMPS. MSTAM36 w/ — bi SHEATHING REQ'D STUDS @ 16" O.C. uj (7) 1 Od NAILS & (4) 1/4" SP8 @ 2x8 STUDS) Lli T&B) ATTACH SILL w/ (2) 1 Od x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END FLOOR TRUSSES ARE W 0 UNDER WINDOW OF SILL (MAX OPEN'G (3) 2x STUDS 20"- 26" DEEP, USE 0. WIDTH 4'-0"). USE A35 < SIMPS. MSTCM60 U.N.O. ON PLAN 0 C) CLIP AT EA. END FOR STRAP w/(20) 16d HEADER - SEE 2ND U) 0 000 OPENINGS GREATER SINKERS & (14) 1/4" X 2 FLOOR PLAN FOR MIN. Z w N THAN 4'BUT LESS 1/4" TITENS INSTEAD. HEADER SIZE & REQ'D THAN 6' 0 (IF TITENS ARE NOT IN Z JAMB STUDS W LINTEL COURSE OR I 2x TOP & BOT. SIMPSON LSTA30 w/ � INTO FILLED CELL USE 0 RIBBONS, CONT. (11) 1 Od TO STUDS 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.O. NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER (4) 2x STUDS OR SIM) IS PROVIDED -i SEE FRAMING PLAN STANDARD CORNER A -A IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN 2nd FLR STUDS TO BEAR ON I CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO fis—o'k HEADER CONNECTION @ 2nd FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 16" O.C. TOP AND ATTACHED PER DETAIL WF1 O/SD4 ATTACHED PER DETAIL WF 1 O/SD4 ATTACHED PER DETAIL WF 1 O/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2xSTUDS,SEE 2xSTUDS,SEE UNDER WINDOWS AND 2xSTUDS,SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN 4- SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS wl SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END A TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. EN 2x YP #2 R BBON (MIN END TRUSS OR FIELD 2x SYP #2 RIBBON (MIN 2x4) T RU w/ (4) FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM WALL, STUDS @ 16" 16d NAILS; BOTTOM RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ RIBBON TO BE PT IF BRG DIRECTLY ON BRG DIRECTLY ON CMU CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT FOR HANGER PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR' (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO -SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING & CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=11-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS -OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE IOR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION fisl,� TWO STORY PARALLEL FLOOR CONNECTION TWO STORY PERP. FLOOR CONNECTION CANTILEVERED FLOOR TRUSS CONNECTION fiSl� FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2xl2 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SIDS SCREWS (EQUALLY SPACED VERTICALLY) Ad-\ SEE PL�_7 @ 24" O.C. AND @ EA. My END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION CCO %A/C In /Crir nD %A/C I I /Cr%r FOR ADDITIONAL INFO I�F�01 TYPICAL BALCONY FRAMING 3/4"=1-4' 1\� 3/4"= I'-0" 3/4"=V-0" 3/4"=l' -O" 3/4"=11-01. NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER IOR SIM) IS PROVIDED z SEE ARCH DWGS FOR w TOPPING INFO a - CL 3/4" PLYWOOD FLOOR I- U) SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER CONTRACTOR TO SEE WS 11 /SD5 FOR PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO CONCRETE SLAB LINTEL PER PLAN PERMITTED 3/4"= 1 1-01, NOT USED ,%Z4 0 u z 0 w w SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=11-0" 0 c� u �::ii z u 0 Q) z (D U) w SOLID SHEATHING @ 0 06 7 c-, w 0 UJ E z �_ U) _j 8 HEADER F�, < 0 z L� 7 () — U) z F_ — 0 Do 00- w Z!� -, _j U) U) lz 0 0 0 a. U) SIMPSON SP4 w/ (6) 10d 0 = 2 1-- I,_ Lu Lu 0 Z 0 Z 7) U) I'- Z E < < Z 0 LL 0 M 0 < 0 2 CL C/i < C\l xl-1/2" @ 24" O.C. (USE z F_ Z w 04 U- 0 0 0 SP6 @ 2x6 STUDS & 0 bi uj SP8 @ 2x8 STUDS) Lli Lo z W 0 0 m (2) 2x SPF TOP PLATE uj Q 0. cl) < LLF U.N.O. ON PLAN 0 C) HEADER - SEE 2ND U) 0 000 FLOOR PLAN FOR MIN. Z w N HEADER SIZE & REQ'D 0 _j Z JAMB STUDS W W I 00 � 0 10 m STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT ................... QC CHECK: MRB 0 JOB No. TM - 2153292 SCALE: AS INDICATED DATE: 11-10-16 IF HEADER IS UPSET _j LL AND WINDOW IS LU w LOWER: (1) 2x SILL PLATE w/ (2) 1 Od ILL I I I I I I TOENAILS. EXT. 0 HEADER OPENINGS (D z 011111111114 LESS THAN 4FT:(l) 2x 0 SILL PLATE w/ (2) 1 Od cv) TOENAILS. OPENING 00 LARGER THAN 4FT: (2) 0) u� 6 2x SILL PLATE w/ A35 cv) 0 It z CLIPS EACH SIDE w/ 2x A 0 < z CRIPPLES @ 16" O.C. L) 0 w/ (2) 1 Od TOENAILS w < T&B (PLYWOOD z < SHEATHING REQ'D < 0 T&B) _r I I-_ _j U - SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=11-0" 0 c� u �::ii z u 0 Q) m j U) )F z (D U) w 0 06 7 c-, w 0 UJ E z �_ U) _j 8 (D < 0 z L� 7 () — U) z F_ — 0 Do 00- w Z!� -, _j U) U) lz 0 0 0 a. U) = 2 1-- I,_ Lu Lu 0 Z 0 Z 7) U) I'- Z E < < Z 0 LL 0 M 0 < 0 2 CL C/i < C\l LLJ F_ Z w 04 U- 0 0 0 W bi uj m j U) )F ,SD5 W z z W 0 0 m 0. cl) < LLF 0 0 000 N 0 _j Z W W I 00 � 0 10 STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT ................... QC CHECK: MRB JOB No. TM - 2153292 SCALE: AS INDICATED DATE: 11-10-16 ,SD5 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE wl OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING META16 @ 24" O.C. OR MTS12 OR LSTA18 TO ATTACH PER NAILING SP1 @ BASE. LSTA18 BLOCKING BELOW. SECTION RAISED HEEL TRUSS fi_s_i� SECTION COMBO TRUSS SCHEDULE MSTAM24 EA. SIDE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS TRUSSSTRAPSTUDS BELOW W/ (9) 1 Od w/ LSTA1 8 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) TOENAILS EACH END CONNECTED w/ MTS12 STRAP -CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALLA 2x BASE PLATE W/ (2) OR LSTA1 8 FLOOR TRUSS PER PLAN 2x8 #2 SYP P.T. S11 CIDSEE 12d NAILS @ 12" O.C. v- 6" O.C. C) ANCHOR BOLT 01 SHEATHING ATTACHED PER J -BOLT W/ MIN. 7" BETWEEN FLOORS EMBED. @ 32" O.0 SEE PLAN 10 2x BLOCKING W/ (2) 12d SEE ARCHS FOR FURRING AND BOTTOM OF FLOOR SYSTEM 3/4" FLOOR SHEATHING TOENAILS EACH END MASONRY WALL P FLOOR TRUSS DOES NOT ALIGN DIRECTLY FOR MORE INFO ATTACHED PER UNDER 2ND STORY COLUMNS, PROVIDE z SOLID BLOCKING WITHIN FLOOR SYSTEM Z �- Z E <Wzo 2 STORY INTERIOR BEARING WALL NAILING SCHEDULE (2) 2x4 #2 SYP 0 , i: 0 0 1 11= 1 1-01, (2) 2X4 #2 SYP 0 0 (n 2 BLOCKING w/ SIMPSON C, W 04 Lij (5) 16d NAILS BRACE z z BLOCKING w/ SIMPSON _j 0 HUC24-2 EACH END, TO BLOCKING 0 HUC24-2 EACH END, USE (4) 10d & (2) 10d Lu LJJ USE (4) 10d & (2) 10d ui NAILS. UNDER 2x STUDS SEE PLAN NAILS. UNDER U) j., SEE PLAN q0 WINDOW JAMBS ONLY PROVIDE 2x4 BRACE WINDOW JAMBS USE Zc' STUDS ABOVE ARE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG MASONRY SHOWN ON MASONRY USE ( ) OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA SP1 @ BASE. LSTA18 CLIPS @ 24" O.C.) SECTION RAISED HEEL TRUSS fi_s_i� SECTION COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SIDS SCREWS 1/2"= 1 1-01, I I A k 1/-r!7r3 nx/ OTHERS LEDGER AT GIRDER PLAN F ISIMPSON H2.5 EA, TRUSS R PLAN 2x BRG WALL W/ 2x8 #2 SYP P.T. SILL SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE J -BOLT W/ MIN. 7" USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT, BRG ON EA. STUD TO WALI TRUSSSTRAPSTUDS BELOW W/ (9) 1 Od w/ LSTA1 8 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP -CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALLA IF PORTIONS OF THIS WALL FRAME WALL FLOOR TRUSS PER PLAN 2x8 #2 SYP P.T. S11 CIDSEE PLATE w/ 1/2" EPO v- 6" O.C. C) ANCHOR BOLT 01 SHEATHING ATTACHED PER J -BOLT W/ MIN. 7" BETWEEN FLOORS EMBED. @ 32" O.0 SEE PLAN 10 FROM EA.END SEE ARCHS FOR FURRING AND BOTTOM OF FLOOR SYSTEM INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER PLAN PLAN 1/2"=11-0" WALL SPLICE DETAILS EXTERIOR SHEATH 1— FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAIL11' SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3-1/2" SIDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" SIMPSON LUS26. U,< RECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ TRUSS TRUSS SHOP I DRAWINGS 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT., TRUSS RECESS LEDGER 16d NAILS) LEDGER @ OPEN TO BELOW 1-1/2"=V-0" 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILING SIMPSON H2.5 EA. SCHEDULE PRE-ENGINEERED TRUSS ......... , ! I 1 1 N__1' TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"0-1/2" RECESS LEDGER INTO SIDS WOOD SCREWS SIMPSON LUS26. USE 16" O.C. MAX. & 3" @ LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ FROM EA. END - USE (3) TRUSS TRUSS SHOP SCREWS FOR 24" O.C. DRAWINGS 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. MAX. (AT EA. SIDE OF OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) LEDGER LOW ROOF 3/4"= 1 1-01, EXT. FINISH PER ARCHS SHEATHING PER DETAILWF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J -BOLT W/ MIN. 7" AT OPENING LARGER THAN 4'-2" ATTACH TOP EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS 1-1/2"=V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN MEN M 1 0 M mom IN 0 0 0 SECTION @ OPEN TO ABOVE 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD PLYWOOD FLOORING 2nd STORY WALL PER SEE FLOOR FRAMING PLAN PLAN FOR MORE INFO _-7— 7117-"zz- SEE PLAN FOR TRUSS DIRECTION z MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE I I I I ";_ 2x4 STUDS @ 16" I 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTIO� BASE 2x4 BOTTOM PLAI CONNECT TO DOL IF SHEATHING IS NOT CONTINUOUS TO BASE TOP PLATE W/ 16c NAILS @ 6" O.C. PLATE, SP8 TOP AND BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2 BEARING WALL WITH ROOF LOAD (WF�l BRACING 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. W/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1 141 MEAN 1/1+ A 0- 114 011VIr-OVIN SIDS SCREW @ 16" O.C. (9) 9yqPF TOP 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT z BAYS @ EACH Lu DIAGONAL AS SHOWN. 0 FASTEN ROOF U) Lu SHEATHING TO w . z PLATES U.N.O. 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d BLOCKS W/ 8d NAILS @ 't NAILS INTO HEADER IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. CIDSEE KINGS # OF STUDS TO MATCH v- 6" O.C. C) FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER SEE FLOOR PLAN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHEID., CONT. TO 04 BOTTOM OF FLOOR SYSTEM FLOOR TRUSS DOES NOT ALIGN DIRECTLY FOR MORE INFO @IF ) UNDER 2ND STORY COLUMNS, PROVIDE z SOLID BLOCKING WITHIN FLOOR SYSTEM Z �- Z E <Wzo 2 STORY INTERIOR BEARING WALL A_ UNDER 2ND STORY COLUMN LOCATION. 0 , i: 0 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1 141 MEAN 1/1+ A 0- 114 011VIr-OVIN SIDS SCREW @ 16" O.C. (9) 9yqPF TOP 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT z BAYS @ EACH Lu DIAGONAL AS SHOWN. 0 FASTEN ROOF U) Lu SHEATHING TO w . z PLATES U.N.O. 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d BLOCKS W/ 8d NAILS @ 't NAILS INTO HEADER IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. CIDSEE KINGS # OF STUDS TO MATCH v- 6" O.C. C) FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER SEE FLOOR PLAN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHEID., CONT. TO 04 BOTTOM OF FLOOR SYSTEM FLOOR TRUSS DOES NOT ALIGN DIRECTLY FOR MORE INFO @IF ) UNDER 2ND STORY COLUMNS, PROVIDE z SOLID BLOCKING WITHIN FLOOR SYSTEM Z �- Z E <Wzo 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. 0 , i: 0 0 1 11= 1 1-01, 0 0 (n 2 C, W 04 Lij (5) 16d NAILS BRACE z z u_ C'4 0 0 _j 0 TO BLOCKING 0 Lu LJJ ui 2x STUDS SEE PLAN U) PROVIDE 2x4 BRACE STUDS ABOVE ARE TO EACH ADJACENT W 0 TO ALIGN W/ STUDS DIAGONAL, FASTEN 0 C) BELOW TO DIAGONAL W/ (2) L) C4 u z F_ 16d NAILS Lu z LLI 0 = 0 CL _j z cl) < LLF E5 B 000 AN _j TRUSSES PER PL -3 0 w M 0 Lu --'J 0 < j 0 WALL BRACING @ 48" 2x SPF BASE O.C. MAX. 45* FROM 0 STRUCTURALENG: CFG 11 PLATE _j HORIZONTAL (+/- 101) LL -STRUCT: TNT fle MRIB JOB No. TM - 2153292 SCALE: BRACE NOT REQUIRED W w DATE: PRE-ENGINEERED 11-10-16 6'FROM EAVES. r - w KNEEWALL OR BEAM LL 0 U) z 0 U) cr) L oo Li ci _j z 0) A w 3: !� 1" 1, C'> *6 < 0 -.1 L _* �� 0 -:1 w'k , CC �- %, 0 z ui < 0 z s6% \ < 0 F- LL w 0- 2 0 0 0 0 z cv) < c� cli U C) ry w ci z u 0 < Q cu z LL 0 0 0 (D z 0 z �5 0 > 0 z w CL z . z PLATES U.N.O. 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d (2) 2x HEADER NAILS INTO HEADER IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. CIDSEE KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER SEE FLOOR PLAN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHEID., CONT. TO BOTTOM OF FLOOR SYSTEM FLOOR TRUSS DOES NOT ALIGN DIRECTLY FOR MORE INFO @IF ) UNDER 2ND STORY COLUMNS, PROVIDE W W 0 SOLID BLOCKING WITHIN FLOOR SYSTEM Z �- Z E <Wzo 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. 0 , i: 0 1 11= 1 1-01, 0 0 (n 2 C, W 04 Lij z u_ C'4 0 0 _j 0 LJJ ui 2x STUDS SEE PLAN U) STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW C4 u z F_ z LLI 0 = 0 CL _j cl) < LLF B 000 C#4 0 w Z 0 Lu --'J 0 j 0 2x SPF BASE STRUCTURALENG: CFG 11 PLATE -STRUCT: TNT fle MRIB JOB No. TM - 2153292 SCALE: AS INDICATED DATE: PRE-ENGINEERED 11-10-16 FLOOR SYSTEM KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO 2x STUDS SEE PLAN STUDS ABOVE ARE TO 4 B ALIGN W/ STUDS BELOW 1/ 10, 2x P.T. BASE PLATE SEE BEARING SCHEID. FOR A.B. INFO - ' - , CC �- %, 0 z ui < 0 z s6% \ < 0 F- LL w 0- 2 0 0 0 0 z cv) < c� cli U C) ry w ci z u 0 < Q cu z LL 0 0 0 (D z 0 z �5 0 > 0 z w CL . z 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. CIDSEE KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHEID., CONT. TO BOTTOM OF FLOOR SYSTEM FLOOR TRUSS DOES NOT ALIGN DIRECTLY < 0 0 ua) s @IF ) UNDER 2ND STORY COLUMNS, PROVIDE W W 0 SOLID BLOCKING WITHIN FLOOR SYSTEM Z �- Z E <Wzo 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. 0 , i: 0 1 11= 1 1-01, 0 , CC �- %, 0 z ui < 0 z s6% \ < 0 F- LL w 0- 2 0 0 0 0 z cv) < c� cli U C) ry w ci z u 0 < Q cu z LL 0 0 0 (D z 0 z �5 0 > 0 z w CL z yj ui - 7 od c-, W 0 w E z Z Lij < U_!� —0 L) - cd'L.E� Z p0 0 co :L- U) 'w cp R Z w '0 < 0 0 ua) s U) W W 0 Z Z �- Z E <Wzo 0 , i: 0 0 0 (n 2 C, W 04 Lij z u_ C'4 0 0 _j 0 LJJ ui a: U) C4 u z F_ z LLI 0 = 0 CL _j cl) < LLF 0 000 C#4 0 w Z 0 Lu --'J 0 j 0 STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRIB JOB No. TM - 2153292 SCALE: AS INDICATED DATE: 11-10-16 MIN. (3) 2x SYP STUDS REQ'D OF LANDING " 16d NAILS FRO LEDGER TO ST PACK STANDARD (3) 2 STRINGERS W/ SIMPSON A35 /) CLIP TO FLOOR SYSTEM & LANE FRAMING (2) 2x BEAM PER HEIGHT OF STAIRS SCHEDULE REQ'D @ 4'-0" MAX END OF LANDING FOR WIDTH OF LANni STRINGERS TO IvIlL.1 SPAN BLOCKING CONNECT TO. BEAM TO MATCH JOIST TO BEAR DIRECTLY ON DEPTH W/ (3) 10d BUILT UP COLUMNS TOENAILS EACH END BELOW 2x6 A -A PLAN VIEW @ 90 DEGREE TURN LANDING. 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 LEDGER w/ (3) 16d STUDS REQ'D @ END I I OF LANDING W1 MIN. (E-3) SEE PLAN FOR DEPTH 16d NAILS FROM OF LANDING LEDGER TO STUD (1) 2x12 (1) 2x8 PACK 41-011 STANDARD (3) 2Xl,-, SYP #2 STRINGERS SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDINC FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE 2xJOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSE3 SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 1 Od TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2X bLAM HtK 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR A -A PLAN VIEW Pw 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING /— A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND RAINI TPPAn npPTH 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS 7ER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING Fj 6" MIN. a STAIR WINDER DETAIL. 2xJOIST LEDGE IF ATTACHING MASONRY WAL SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL BI PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER. STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. 2x ATTACHED TO HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH 2x JOIST (P.T. IF STRINGER (#2 SYP) OF LANDING FACE OF TRUSS (3) 2x12 ATTACHING TO 8'-0" 12'-0" (2) 2x12 2x6 MASONRY WALL) CONT (1) 2x12 (1) 2x8 2x6 4'-0" PLAN LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I 8'-0" 111-01, NAILS @ 16" O.C. MAX. ON EACH SIDE AND 61-011 (1) 2x12 (1) 2x8 2x6 41-011 TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN (3) 2x12 2x8 8'-0" 101-011 x 3 1/2" TITENS @ 16" 2x6 6-13" (2) 2X BEAM PER 2x6 4--0" O.C. MAX. FOR MASONRY WALL) A35 CONNECTION (3) 2x12 SCHEDULE @ END OF 91-01, (2) 2x12 2x8 7--0" 91-01, LANDING FOR 2x6 51-011 _j R a STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4 BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN, (3) 2x4 SPF #2 2x8 DISTANCE OF 1-1/2" COLUMN (1) 2x12 (1) 2x8 2x6 5141 HEIGHT OF LANDING 6'-0" BASE PLATE PER FLOOR PLAN ATTACHED PER PLAN GEN. STAIR AND LANDING FRAMING DETAILS 3/4"=11-0" BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING FACE OF TRUSS (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" PLAN SPACED/CENTERED IN (3) 2x12 2x8 8'-0" 111-01, (2) 2x12 2x6 61-011 (1) 2x12 (1) 2x8 2x6 41-011 LLJ (3) 2x12 2x8 8'-0" 101-011 (2) 2x12 2x6 6-13" (1) 2x12 (1) 2x8 2x6 4--0" 0 m (3) 2x12 2x12 91-01, (2) 2x12 2x8 7--0" 91-01, (1) 2x12 (1) 2x8 2x6 51-011 _j R a (3) 2X12 2x8 91-01, (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" ? Lu M w (3) 2x12 2x12 91-01, (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5141 6'-0" (2) 2x12 2x8 8'-01' (1) 2x12 (1) 2x8 2x6 51-01' 5'-0" OR LESS (2) 2x12 2x8 91-01, (1) 2x12 (1) 2x8 2x6 61-0" NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/41, 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS, SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2xl2) 2x6 VERTICAL @ 6-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL SEE ARCH PLAN MAX. 4'-0" ABOVE FLUC_ 2x4 #2 SPF STUDS @ 24" O.C. 2x4 SILL PLATE W/ (2 W/ (2) 1 Od NAILS @ 4" 10d NAILS @ 4" O.C. O.C. (NOTCHED @ 2x6 (D VERTICAL LOCATIO� NOTCH SILL PLATE FACE OF TRUSS FOR VERTICAL q 2x L -BRACE W/ 12d 2x6 VERTICAL AND NAILS @ 4" O.C. L -BRACE @ 6-0" O.0 FLOOR BEAM CONDITION @ ANY OPENING 3 X2 " t_4f 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTI( rNn"DI C:'rDHCC MADAi I Ml -rf-', Cl f -%m TO TRUSS W1 (3) Y4" SECTION X -X N.T.S. vj SDS WOOD SCRE" EQUALLY SPACED/CENTERE1 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO ATTACH TOP PLATE TO FACE OF TRUSS STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE NAILS NAILS t -Lf �-, SEE ARCH PLAN 2x4 #2 SPF STUDS @ MAk 4'-0" ABOVE 24" O.C. W/ (2) 12d TOENAILS BOTTOM 2x4 #2 SPF STUDS @ x x SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d FLOORING FOR STRAP TOENAILS BOTTOM 2x4 #2 SPF SILL PLATE NOTCH SILL AND W/ (2) 1 Od NAILS @ 4" PLYWOOD FLOORING O.C. TO ALLOW VERTICAL (D TO SLIDE DOWN TO F (2) SIMPSON LSTA24 FACE OF TRUSS STRAP (1 EA. SIDE OF q STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL TO TRUSS W/ (3) Y4" x 3" FLOOR BEAM CONDITION SDS WOOD SCREWS FLOOR BEAM SEE EQUALLY PLAN SPACED/CENTERED IN (D TRUSS TO OUTSIDE one FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES a 00 0 17) Lu SINGLE TRUSS PARALLEL TO FLOOR 3/4"=l 1-01, N.T.S. 2x4 SILL PLATE W/ 1 Od NAILS @ 4" O.0 (NOTCHED @ 2x6 VERTICAL LOCATIC 2x6 VERTICAL AND L -BRACE @ 6-0" 0.( @ ANY OPENING TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBlC 5TH EDITION) PERPENDICULAR TO FLOOR 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4"xT' SIDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS u _j < z 0 Lu C', z 0 != z p 0 Lu LLI 0 00 u U) (D LLI Z C) 0 _j LL LLJ Lij r F W LL 0 CO z 0 LLJ 0) U) fill/// - c1r) 0- T'l > cc) 6 % z co uj 0 i< 0: uj < 0- z 00 < N - 0 000" > co U - U) 0 0 z 0 < C15 Lli 0 I-_ 0 z Q- 0 < 0 0 LL n-- 0 z 0 L0 0 > 0 (r - 7A U) z (D w q 06 0 uj Lu E z 0 F- U) _j 0 z (D < 0 - u- one LU a 00 0 17) Lu F_ _j (n K u) ER z x , 8 LLJ Z) < 0 0 ('0L :S2 2, -. U) 0 F' LU uj z Lu Z 0 Z :D �- Z E < < Zo L 0 um: Lo 0 m 6 , u) 0. Ix cli W C,4 < LJJ < z 0 0 _j R a 0 F— w "o 000 ? Lu M w Lli 04 U) one LU z z Lu 0 0 m _j 0. cl) < Ld R a �e w "o 000 M w 04 O� 0 _j Z bi Li 13 0 ?I UJI 0 3: ) 0 ry CL STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153292 SCALE: AS INDICATED DAT E: 11-1 0- 1 6 ST1 t RECORD COPY ##_16-3071 ��a �oLA