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Home My WebLink About135 Big Spring Ter 15-1586 New construction SFHTHORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, U1.H.,150 AMP, 5ERVICE/PANEL BOX, RECE55ED CANS AT KITCHEN, PAINTED KNEE WALL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, AND PAVER ENTRY. RECORD COPY REVIEWED POR CODE COMPUANCE PLANS EXAMIN R 5*>I-► -� DATE 5ANFORD EjU1LDItyG DIVISION 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 COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection Ow1LUlNG SANFORD X5-1586 GENERAL CONSTRUCTION NOTES: CHAPTERS AND 5ECTION5 REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55E5 ' ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: LOT 45 THORNBROOKE 40 s THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATIION, CEILING CON5TRUGTION: " THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE MANCHESTER 2138 ELEV, A " GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/0 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12,1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FIN15HE5: " JOB NUMBER 25002,142 " THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2'010 F.B.C. RESIDENTIAL CODE 8103,6.1 AND A5TM C926, INSTALLATION OF CAD FILE NAME LOT 45 E T GARAG RIG H EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE 8103.6.2 AND A5TM C 1063, PROVIDE BOND UED 04-21-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE 8103.63 "`+ RE`' 11 tIt'/ 5TUCCO CONTROL JOINTS:"" ®' ? STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063 06 (1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MOR�"E THAN I '•" " AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHAEXCEED�u "•� LL NOT I 8 FT. IN°�- EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE "` DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 ' t�' ; �' gr aq TAYLOR MORRI SON CONTROL JOINTS. cr: ^- z s EGRESS: .� . EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS 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. /t► �� o di1 r FLASHING: 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 OPENIN65. 2. APPROVE[) CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 18103.8) REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: 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. COV GENERALNOTES, 04-21-15 CREATED LOT SPECIFIC PLAN FOR LOT 45 IN INDEX, SPECIFICATIONS DWELLING /GARAGE OPENINGS:.. THORNBROOKE 40'5, ELEVATION "A", GARAGE i THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, RIGHT W/ PLAN OPTION5 INCLUDING: 5 �T: 1 — SLAB INTERFACE PLAN (5.c.)o5oLiD CORE R HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. INTERIOR DOORS AT MAIN FLOOR, 9 FT. 2A 1 -MAIN FLOOR PLAN NOTES Loop ZONE REQUIREMENTS: POCKET SLIDER AT FAMILY ROOM, (5) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOG ELEVATION. PRE -WIRE CEILING SANS, (4) RECESSED CAN R R 2A2 -MAIN �r�- L00R PLAN DIMENSIONS. • •I x ro Y DAVIS BEWS C too to 0 J0 OLDSMAR, FLORIDA 34677 813 .925 .1300 TEL N r: W W W.DAVLSBEW&COM TAMPA • L7EI4VER.. 2 (0 CD M� cm L. >;JM �. �. o U LL 0 ro� n 0 :2 ,, � E o o ror: oN f+ Z G 20 EXTERIOR FIN15HE5: " JOB NUMBER 25002,142 " THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2'010 F.B.C. RESIDENTIAL CODE 8103,6.1 AND A5TM C926, INSTALLATION OF CAD FILE NAME LOT 45 E T GARAG RIG H EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE 8103.6.2 AND A5TM C 1063, PROVIDE BOND UED 04-21-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE 8103.63 "`+ RE`' 11 tIt'/ 5TUCCO CONTROL JOINTS:"" ®' ? STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063 06 (1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MOR�"E THAN I '•" " AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHAEXCEED�u "•� LL NOT I 8 FT. IN°�- EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE "` DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 ' t�' ; �' gr aq TAYLOR MORRI SON CONTROL JOINTS. cr: ^- z s EGRESS: .� . EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS 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. /t► �� o di1 r FLASHING: 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 OPENIN65. 2. APPROVE[) CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 18103.8) REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: 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. COV GENERALNOTES, 04-21-15 CREATED LOT SPECIFIC PLAN FOR LOT 45 IN INDEX, SPECIFICATIONS DWELLING /GARAGE OPENINGS:.. THORNBROOKE 40'5, ELEVATION "A", GARAGE i THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, RIGHT W/ PLAN OPTION5 INCLUDING: 5 �T: 1 — SLAB INTERFACE PLAN (5.c.)o5oLiD CORE R HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. INTERIOR DOORS AT MAIN FLOOR, 9 FT. 2A 1 -MAIN FLOOR PLAN NOTES Loop ZONE REQUIREMENTS: POCKET SLIDER AT FAMILY ROOM, (5) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOG ELEVATION. PRE -WIRE CEILING SANS, (4) RECESSED CAN R R 2A2 -MAIN �r�- L00R PLAN DIMENSIONS. LIGHTS AT FAMILY ROOM AND (2) RECESSED ASPHALT SHINGLES (IE APPLICABLE) CAN LIGHT5 AT LOFT.1 1. WIND RESISTANCE OF ASPHALT SHINGLES. - 45PHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 89052.6.1. 2 B 1 — U P P E I \,. FLOOR R P LAN NOTES 2. ASPHALT 5HINGLE6 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT IN.� B— COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE 1 OR TYPE 11 OR A57M D 615116 REQUIRED IN ACCORDANCE WITH SECTION 89052.1, 2 UPPER. FLOOR PLAN DIMENSIONS CHIMNEY HEIGHTQUI M NTS: CD 2C INTERIOR ELEVATIONS STAIR SECTION DETAILS RE RE E � ' WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE NIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST 5E 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3A1 FRONT ELEVATION TUB AND 5HOWER AREA5: CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, G1325, OR C1118 AND INSTALLED 3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS ..T AND BUILDING SECTION TERMITE PROTECTION: fi x� 1. PENETRATION. PROTECTIVE 5LEEVE5 ARO;FND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT I5 USED FOR SUBTERRANEAN TERMITE 3A3 F LASHING DETAILS ER1 ET HE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALLB ; APPLIED INSIDE THE SLEEVE. 4A MAIN FLOOR ELECTRICAL PLAN 2. PROTECTION AGAINST CAY AND TERMITES. -.CONDENSATE LINES, IRRIGATION/SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT 1305 mm) AWAY FROM ?INE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, ' 4B - UPPER. FLOOR E L E T OR SPLASH BLOCKS GUTTERS ERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES 1152 mm) HORIZONTAL C RICAL PLAN Z L PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. M MECHANICAL AND HVAC: W I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNI514ED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICA LJ FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES 1762 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE: 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAI5EID AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1.OUT 00 DISCHARGE. OUTDOOR D 5C ARGE. TME AIR REMOVED BY EVERY. MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENTOR CRAWL SPACE. 2.XHAUST AI 0 E R FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A51 RE DENCE 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 0 AREAS I R OTHER RE S INS DE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYEROCATION TO THE E WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE. DUCT SHALL BE REDUCED 25 FEET 1162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND: THE MAXIMUMNGTH OF THE EXHAUST � I LE E EX AU T DUCT DOES NOT INCLUDE THE TRANSITION DUCT EXCEPTION -WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, PPL N, THE MAXIMUM LENGTH OF THE I EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT SHALL BE PERMITTED A , ED TO BE IN ACCORDANCE RpANGE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION >m INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMGA STANDARD 550 IN FBG J ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2138, 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. • SHEET Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925 .1300 TEL 813 , 925 . 1800 FAX W W W.DAVLSBEW&COM TAMPA • L7EI4VER.. EST. 1994 LIGHTS AT FAMILY ROOM AND (2) RECESSED ASPHALT SHINGLES (IE APPLICABLE) CAN LIGHT5 AT LOFT.1 1. WIND RESISTANCE OF ASPHALT SHINGLES. - 45PHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 89052.6.1. 2 B 1 — U P P E I \,. FLOOR R P LAN NOTES 2. ASPHALT 5HINGLE6 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT IN.� B— COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE 1 OR TYPE 11 OR A57M D 615116 REQUIRED IN ACCORDANCE WITH SECTION 89052.1, 2 UPPER. FLOOR PLAN DIMENSIONS CHIMNEY HEIGHTQUI M NTS: CD 2C INTERIOR ELEVATIONS STAIR SECTION DETAILS RE RE E � ' WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE NIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST 5E 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3A1 FRONT ELEVATION TUB AND 5HOWER AREA5: CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, G1325, OR C1118 AND INSTALLED 3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS ..T AND BUILDING SECTION TERMITE PROTECTION: fi x� 1. PENETRATION. PROTECTIVE 5LEEVE5 ARO;FND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT I5 USED FOR SUBTERRANEAN TERMITE 3A3 F LASHING DETAILS ER1 ET HE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALLB ; APPLIED INSIDE THE SLEEVE. 4A MAIN FLOOR ELECTRICAL PLAN 2. PROTECTION AGAINST CAY AND TERMITES. -.CONDENSATE LINES, IRRIGATION/SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT 1305 mm) AWAY FROM ?INE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, ' 4B - UPPER. FLOOR E L E T OR SPLASH BLOCKS GUTTERS ERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES 1152 mm) HORIZONTAL C RICAL PLAN Z L PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. M MECHANICAL AND HVAC: W I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNI514ED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICA LJ FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES 1762 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE: 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAI5EID AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1.OUT 00 DISCHARGE. OUTDOOR D 5C ARGE. TME AIR REMOVED BY EVERY. MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENTOR CRAWL SPACE. 2.XHAUST AI 0 E R FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A51 RE DENCE 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 0 AREAS I R OTHER RE S INS DE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYEROCATION TO THE E WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE. DUCT SHALL BE REDUCED 25 FEET 1162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND: THE MAXIMUMNGTH OF THE EXHAUST � I LE E EX AU T DUCT DOES NOT INCLUDE THE TRANSITION DUCT EXCEPTION -WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, PPL N, THE MAXIMUM LENGTH OF THE I EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT SHALL BE PERMITTED A , ED TO BE IN ACCORDANCE RpANGE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION >m INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMGA STANDARD 550 IN FBG J ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2138, 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. • SHEET 'I, ELEVATION,{ (-) 0'-4��)) 644' 3'-4" 8" x �o w . JOB NUMBER 25002.142 • CAD FILE NAME LOT 45 I3' -0"x3.0" A/GI EST. 1994 0 J -mdo PAD (SEE MECH. ICONTRACTOR D IN f c? FOR LOG.) co, Im N 0 , W L � � — J '` L ` LL � W ^ � 00 .D -%I V (� ELEVATION z • . .511, O 0'-4" L 0 t N ++ p 0 6� roti I3'-10°64" zV 'townwammoomm I CONG.6LA13 RECESS FOR POCKET SLIDER 411 P.V.C. 1'1 3/4" P.V.C. CONDENSATION z; DRAIN BY PLUMBER J Q 112A U ve N N O F— N TILE. SEAT ABY. — — — AISHANDLERREFERENCE ARECEZI LIhIES SROM E�, LEVATION Lu X UPPER FLOOR (+) o -o" x i OPT. II OPT. I ' LWA5HER I LDRYER J _ — = — �UUJ SINK '- DISP 4'-8.. 41-61' m 3/4" P.V.C. > PROVIDE WATER I d CONDENSATION DRAIN BYLINE FOR ICE MAKER �o�Q 3/4" RECE55 PLUMBER \ / \ IC FOR ENTRY DR. �< \\ CIO II \\ N zo M s, 50 GAL 8 2'-8" 2'4" 2'-91/2" Y-51/2 51.011$ `" PAVERS ELEVATION l) 0'•4" i i 0i o i i i i i N G.J. — — — — — — — — — — +-------- ------ G.J. ------ i ao � i i i ELEVATION l -) 0'-6" i i bF / LEADWALK PAVER DRIVE AA 3A2 S' 8" 21'-4" G.C. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" I'-0" ****** GARAGE RIGHT x �o w . JOB NUMBER 25002.142 • CAD FILE NAME LOT 45 0 r0 MNM I EST. 1994 0 J -mdo EVISED D IN f c? 1 / / co, Im N 0 , W �. >•;JrNi '` L ` LL � W ^ � 00 .D -%I V (� oroC.0 z • . .511, L 0 t N ++ p 0 6� roti zV 'townwammoomm Q G.C. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" I'-0" ****** GARAGE RIGHT . JOB NUMBER 25002.142 • CAD FILE NAME LOT 45 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ISSUED 04-21-15 EVISED IN f 1 / / W '` r . «� (rte• � r � W ^ � 13A z • . .511, ss Q G.C. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" I'-0" ****** GARAGE RIGHT DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 G.C. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" I'-0" ****** GARAGE RIGHT F — �I 13'-0"x3-0" A/CI PAD (5EE MECH. (CONTRACTOR 1 FOR LOC.) REFER TO 5HEET 2A2 L - — — FOR MAIN FLOOR 13'-Io"x3'-0° PLAN DIMEN51ON5 3 - 26 5H. T:OM. LONG. PAD T.o.M. HD. AT 6-0" 9'-4.. 9. 4„ EGRESS AFF, 9-0x8-0 TEMP. PKT. SLIDER 2 8x8 0 1 9' 4" I 1 2 STORY c"L� 1 cL` /2.5TORY VOLUME � MASTER SUITE 13'-10"x12'-10" FAMILY ROOM 9'-4' FLAT CLG. 14' -6"x16' -O" 2 -STORY VOLUME FLAT HEADER G.C. VERIFY 84" H. AT 64"INTERIOR Do0R5 o b • JOB NUMBER 25002.142 • TYPICAL MASONRY x ro CAD FILE NAME LOT 45 WINDOW SCHEDULE to VrO WINDOW WIDTHS 0 j �o 1 9'-4' PLT. HT 20112111 31115311 N �N�M I N y WINDOW CALL -OUTS Lo 2 JM 54"x22" L. Lo IL • Ln 00 �J710 ( 26" U)12 5H I/2 32 5H 22 5H 32 5H W ALL INTERIOR GARAGE D�0ti 0 400 ZG v AF.F, ANGLED WALLS 20'-0"x20'-0» ARE AT 45° (U.N.o.) 9'-4" PLT. HT. _ 39" 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14.5H 1/2 34 5H 24 5H 34 5H z 63" 15 5H 1/2 35 5H 25 5H 35 5H Z 12" 16 5H 1/2 36 5H 26 5H 36 5H DESIGN GROUP C.C. VERIFY MA50NRY OFENING5 FOR ALL WINDOW5, � w WINDOW 51ZE5 AND INSTALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5, 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CASEMENT-, G5MT, OR FIXED GLA55- F.G.) • JOB NUMBER 25002.142 • FLOOR A5v. x ro CAD FILE NAME LOT 45 to VrO ISSUED 04-21-15 0 j �o 1 9'-4' PLT. HT N� N �N�M I N y ga Lo 2 JM 54"x22" L. Lo IL • Ln 00 �J710 0=�n10 T.OM. FLAT HEADER NOTE: W 3�E 9.4 AT 8'-0" AFF, c',� .c 1. p f0 ALL INTERIOR GARAGE D�0ti 0 400 ZG v AF.F, ANGLED WALLS 20'-0"x20'-0» • JOB NUMBER 25002.142 • FLOOR A5v. CAD FILE NAME LOT 45 ISSUED 04-21-15 1 9'-4' PLT. HT REVISED --- I ga 54"x22" Ln �I ATTIC ACCE55 T.OM. FLAT HEADER NOTE: 9.4 AT 8'-0" AFF, ` ALL INTERIOR GARAGE AF.F, ANGLED WALLS 20'-0"x20'-0» ARE AT 45° (U.N.o.) 9'-4" PLT. HT. O LINE OF GARAGE DOOR IN OPEN P051TION DAVIS BEWS DESIGN GROUP AT MAIN FLOOR o STATE DSMAR, FwR DA 34677 O1 « 2-8x8.0 813. 925.1300 TEL W W W.DAVISBEWS.CAM z = O 813.925 1800 FAX M. BATH — TAMPA •DENVER 2-4x8-0 — _ EST. 1994 g 4 BPD o 914 1 GLG. 1 � W.G. 1 V) DINING ROOM Q TEMP. GL. ENCL. OPENING I I 14'-6"x10'-0" ON 42" H. LOW WALL TO UNDER I 9'-4' FLAT CLG. ca 5TAIR5 5EE TUR/SHOWER DETAILS z TILE 18" H. TILE 1 STAIR DATA: 5HOWER 5EAT 1 IS R15ER5 AT - x _0_ " DRYER 1 138" EACH KNEE E42" H HANSEN F —15H. -I F � VENT — — � 10.00" TREAD5 WALL COUNTERTOP BOX OPT. --I I DPT. R/5 .� LWASWER LDRYER J x o LOW WALL _ ___ __ — _ UTILLaX80 HANDLER _ / OO 9'-4"S FROM `" / o o FLAT CLGER FLOOR _ SINK 1 o b Lu I W/ DISP 9' 411 2.8x8-0 GLG. a } / ARCH FROM o0 8.0 TO KITCHEN 0 S O / \ 9'-4> FLATCLG. W _ PWDR /// 91411 El zo, El� u V 016 rt FLU5H FRAME �o s� `- — — — HATCHING LEGEND I TO FURRING s� O.H.c. 5 5H. IN5ULATE IN5ULATE WALL 0 1 ti��' WALLS IN5ULATE W.H. 1 PAYERS WALLS o 0 a I INSULATE LINE OF SECOND 50 GAL. e i ABV. 7 ENTRY FLOOR A5v. 1 9'-4' PLT. HT I-1 --- I 54"x22" �I ATTIC ACCE55 T.OM. FLAT HEADER NOTE: 9.4 AT 8'-0" AFF, ALL INTERIOR GARAGE AF.F, ANGLED WALLS 20'-0"x20'-0» ARE AT 45° (U.N.o.) 9'-4" PLT. HT. O LINE OF GARAGE DOOR IN OPEN P051TION 1 1 r j MAIN FLOOR 1151 S.E. 1 1 o i3N REFER TO SHEET 2A2 Ui=FER FLOOR g81 5.1=. ' FOR MAIN FLOOR TOTAL LIVING 2130 5.F. 2138 1 16-00-0 O.H. GARAGE DOOR PLAN DIMENSIONS GARAGE X515.1=. T.O.M. PAVER DRIVE / LEADWALK ENTRY 74 S.F. 9'-4" AFP.TOTAL _ 5Q. FT. 2 (o (o 3 5P. AA 3A2 nSANFORD MAIN FLD R PLAN NOTES- 6CALE: 1/4" - 1411 GARAGE RIGHT o U REFER TO SHEET' 2Al x ro w C Lo r0 00 N� 0) y cli - N y Lm Q J M Lo L. L . 0 0J 0��0 2 CM N a+ Ohm T Z��v (SANIFF-40)IRD7 FOR MAIN FLODR PLAN NO?E9 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT 2x4 FRAME WALL Lu 3050 5N, x l0 w 3050 5N. NP. AT T-8" NR AT T-8" * EGRE55 WINDOW WIDTHS I 1 0 2011 BEDROOM 2 36" 11'-10"x10'-4" cn 9'-0" FLAT CLG. ( WINDOW CALL. -OUTS OLDS WY, FLORIDA 39679 N M T X W W W.DAVISBEWS.COM �o N N u 20" sJM 1818 F.G. w r z 3018 FG, 4018 F.G. w N � � V � 36"x22" Oro C0 ATTIC I CLG, BATH 2 L AGGESS_ Lu #__ ' 0" 1 Q CLG. 3020 F.G. 4020 F.G. zG2a TUB/ 0 36" 1830 5N 2030 5N SHOWER 4030 5N PROVIDE Z 48" 0 PAN AND DRAIN 2040 5N 3040 5N 4040 5W a, UNDER A.N.U. L—_—J 24" H. A/C PLATFORM — 42" N. 1850 5N 205® 5N 3050 5N 4050 5N LOW WALL 1860 5N 2060 5N 3060 5N TUB/ SHOWER uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER I— MANUFACTURE 5PECIFICATION5. 0 z u CLG. U5E1)(51NGLE HUNG -5N, CA5EMENT- C5MT, OR FIXED BATH 3 GLA55- F.G.) 9''0" CLCD. Q z M TILE CPT. 2.4x6-8 - 18x6 8 BFD. X R/5 e a � I BEDROOM 4 i a 11'-0"x11'_6" 9'-0" FLAT CLG. I I 3050 514, kDEGRE55 I i I I -I I I — — Z_ 2x4 FRAME WALL 0 Lu • • x l0 w WINDOW SCHEDULE C WINDOW WIDTHS 1 0 2011 "x10'-6" 36" e f cn FLAT CLG. WINDOW CALL. -OUTS OLDS WY, FLORIDA 39679 N M e. W W W.DAVISBEWS.COM �o N D r N ( 0 TYPICAL WOOD FRAME • • x l0 w WINDOW SCHEDULE C WINDOW WIDTHS 1 0 2011 24" 36" 48'' cn WINDOW CALL. -OUTS OLDS WY, FLORIDA 39679 N M e. W W W.DAVISBEWS.COM �o N D r ( 20" sJM 1818 F.G. 2018 F.G. 3018 FG, 4018 F.G. w 00-0 � V Oro C0 3�E LL roe, = 24" 1 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. zG2a 0 36" 1830 5N 2030 5N 3030 5N 4030 5N Z 48" 0 1840 5N 2040 5N 3040 5N 4040 5W H z 60" 1850 5N 205® 5N 3050 5N 4050 5N 12" 1860 5N 2060 5N 3060 5N 4060 5N G.C. VERIFY MA6ONRY OPENING5 FOR ALL WINIDOW5, uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER I— MANUFACTURE 5PECIFICATION5. 0 z REFER TO FLOOR PLAN5 FOR 5TYLE OF UJIN[)OW U5E1)(51NGLE HUNG -5N, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) 0 \I PLAN DIMENSIONS SANFORD 0�� 1 R^rn�� -158 UPPER FLOOR PLAN NOTES SCALE: 1/4": 1411 GARAGE RIGHT • TITLE • UPPER FLOOR PLAN NOTES • SHEET • • • x l0 w ISSUE 04-21-15 C 0 bo 1 0 J INco� a 1 °Lu aLL - z cv'Its OLDS WY, FLORIDA 39679 N M e. W W W.DAVISBEWS.COM �o N D r L.> sJM L. L.�6�• ®• +6. `� 00-0 � V Oro C0 3�E LL roe, 0� o zG2a \I PLAN DIMENSIONS SANFORD 0�� 1 R^rn�� -158 UPPER FLOOR PLAN NOTES SCALE: 1/4": 1411 GARAGE RIGHT • TITLE • UPPER FLOOR PLAN NOTES • SHEET • • JOB NUMBER 25002.142 ° CAD FILE NAME LOT 45 ISSUE 04-21-15 1 DAVIS BEWS a 1 °Lu aLL - z cv'Its OLDS WY, FLORIDA 39679 813.925.1300 TEL e. W W W.DAVISBEWS.COM TAMPA • DEFINER EST. 1994 ®• +6. `� \I PLAN DIMENSIONS SANFORD 0�� 1 R^rn�� -158 UPPER FLOOR PLAN NOTES SCALE: 1/4": 1411 GARAGE RIGHT • TITLE • UPPER FLOOR PLAN NOTES • SHEET • ....................... 1 DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDS WY, FLORIDA 39679 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEFINER EST. 1994 \I PLAN DIMENSIONS SANFORD 0�� 1 R^rn�� -158 UPPER FLOOR PLAN NOTES SCALE: 1/4": 1411 GARAGE RIGHT • TITLE • UPPER FLOOR PLAN NOTES • SHEET • i �I UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT • K U To 0 i N� NT do N ONc�� CD r ?'gJM a) LL 0 0ID toC O _0 1 LL � 3�E �ro t ; N 0 .� (0 � .. olz i �I UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT 36 u H. CONTINUOUS 4211 N. GRASPABLE LOW WALL 3/4" PLYWD. RAILING BEAM DECKING LINE OF 6'-8" MIN, BE HEAD CLEARANCE FLOOR 5Y5TEM FLOOR � SYSTEM 2x STRINGERS w 10.00" LOW 'WALL NOSING I-•— T ac LINE OF oc DOOR IN � (TYP.) a' FOREGROUND ' 2x TREADS AND Ix RISERS (TYP)Ln V n TREAD5 AT 10.00" EACH J STAIR SECTION SCALE: 1/4" = P -m" SadN1=ORD #15158 PLAN DETAILS- &CALE: 1/4" = 1411 GARAGE RIGHT • SHEET • JOB NUMBER 25002.142 • r-� x m w toLO o 0 J �� UED 04-21-15 DESIGN GROUP O rn Y/n OLDSMAR, FLORIDA 34677 813.925.1300 TEL 04 W W W.DAVISBEW&COM TAMPA • DENVER -.z:5.1 �L• q — cu 0 0 J V � C Q � �tro� E r =*m 0 �N "i 36 u H. CONTINUOUS 4211 N. GRASPABLE LOW WALL 3/4" PLYWD. RAILING BEAM DECKING LINE OF 6'-8" MIN, BE HEAD CLEARANCE FLOOR 5Y5TEM FLOOR � SYSTEM 2x STRINGERS w 10.00" LOW 'WALL NOSING I-•— T ac LINE OF oc DOOR IN � (TYP.) a' FOREGROUND ' 2x TREADS AND Ix RISERS (TYP)Ln V n TREAD5 AT 10.00" EACH J STAIR SECTION SCALE: 1/4" = P -m" SadN1=ORD #15158 PLAN DETAILS- &CALE: 1/4" = 1411 GARAGE RIGHT • SHEET • JOB NUMBER 25002.142 • r-� CAD FILE NAME LOT 45 DAVIS BEWS UED 04-21-15 DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER ®� "i • • 1 1 36 u H. CONTINUOUS 4211 N. GRASPABLE LOW WALL 3/4" PLYWD. RAILING BEAM DECKING LINE OF 6'-8" MIN, BE HEAD CLEARANCE FLOOR 5Y5TEM FLOOR � SYSTEM 2x STRINGERS w 10.00" LOW 'WALL NOSING I-•— T ac LINE OF oc DOOR IN � (TYP.) a' FOREGROUND ' 2x TREADS AND Ix RISERS (TYP)Ln V n TREAD5 AT 10.00" EACH J STAIR SECTION SCALE: 1/4" = P -m" SadN1=ORD #15158 PLAN DETAILS- &CALE: 1/4" = 1411 GARAGE RIGHT • SHEET • r-� y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 F_ 36 u H. CONTINUOUS 4211 N. GRASPABLE LOW WALL 3/4" PLYWD. RAILING BEAM DECKING LINE OF 6'-8" MIN, BE HEAD CLEARANCE FLOOR 5Y5TEM FLOOR � SYSTEM 2x STRINGERS w 10.00" LOW 'WALL NOSING I-•— T ac LINE OF oc DOOR IN � (TYP.) a' FOREGROUND ' 2x TREADS AND Ix RISERS (TYP)Ln V n TREAD5 AT 10.00" EACH J STAIR SECTION SCALE: 1/4" = P -m" SadN1=ORD #15158 PLAN DETAILS- &CALE: 1/4" = 1411 GARAGE RIGHT • SHEET • PLT. HT, 4" BANDING (TYP.) 1'-4" W. x DECORATIVE * * FIXED SHUTTER APPLICATION `° 03.6.1 AND T ING AND PER A5TM C 1063. * * SECOND FF, LINE TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / - T.oM. OR SAND FINISH KEYSTONE 6" BANDING 5CALE: 3" - 1'-0° 411 SANDING TEXTURED FINI5H �r z O u L � a z 3/4" ON"M THICK PLT. HT, 4" BANDING (TYP.) 1'-4" W. x DECORATIVE * * FIXED SHUTTER APPLICATION `° 03.6.1 AND T ING AND PER A5TM C 1063. * * SECOND FF, LINE TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / - T.oM. OR SAND FINISH KEYSTONE 6" BANDING 5CALE: 3" - 1'-0° 411 SANDING TEXTURED FINI5H �r • JOB NUMBER 25002.142 • CAD FILE NAME LOT 45 ISSUED 04-21-15 REVISED • cm aq n • i n'•i • J �,0s •w y 12 6 4INGLE ROOF 12 6 12 6 G.C. VERIFY 4INGLE ALUMINUM OYERc 2x6 5UB-FA5CIA ,r ROOF (TYPICAL) PLT. HT.a' DAVIS BEWS it DESIGN GROVP STUCCO -STUCCO 1'-4" W. x 54 H. FIN15H FIN15H DECORATIVE 150 STATE STREET EAST 7 �l FIXED NUTTER o1 WAR, FWRmn 34677 /f 813. 925. 1300 TEL 813 .925.1800 FAX SHINGLE �' WWWDAVISSEwS.COM * ROOF Fml r TAMPA • DENVER m� EST. 1994—�- F -;� Z� 411 BANDING 12 " (TYP.) 12 LSHINGLE Q6 I'-011 BANDING 6� ROOF SECOND F.F. LINE, T.O.M. CD 611 BANDING _ ❑F-1El El El El El F7 /—TEXTURED FINISH 1:117117 E❑❑ ❑ ❑❑❑❑ BANDING 0 V I i F— MAIN FF. LINE _ 0 4- 1 Fl� ElE Ell d, 'l, ry © Z COPYRIGHT 2014, TAYLOR MORR15ON 4" BANDING GRADE LINE (ASSUMED) M0 I FRONT ELEVATION- 5CALE: I/411: 11.011 0 Lr) i 0 J F- >m Q USANFORD 1.-1586 ELEVATION "A" GARAGE RIGHT x m N o V/ ON"M I M LE 0 J 4 0�C0 >E V L �rn �N � ,N . fp 0 �Mcch �/ T 0 Z Z2 v • JOB NUMBER 25002.142 • CAD FILE NAME LOT 45 ISSUED 04-21-15 REVISED • cm aq n • i n'•i • J �,0s •w y 12 6 4INGLE ROOF 12 6 12 6 G.C. VERIFY 4INGLE ALUMINUM OYERc 2x6 5UB-FA5CIA ,r ROOF (TYPICAL) PLT. HT.a' DAVIS BEWS it DESIGN GROVP STUCCO -STUCCO 1'-4" W. x 54 H. FIN15H FIN15H DECORATIVE 150 STATE STREET EAST 7 �l FIXED NUTTER o1 WAR, FWRmn 34677 /f 813. 925. 1300 TEL 813 .925.1800 FAX SHINGLE �' WWWDAVISSEwS.COM * ROOF Fml r TAMPA • DENVER m� EST. 1994—�- F -;� Z� 411 BANDING 12 " (TYP.) 12 LSHINGLE Q6 I'-011 BANDING 6� ROOF SECOND F.F. LINE, T.O.M. CD 611 BANDING _ ❑F-1El El El El El F7 /—TEXTURED FINISH 1:117117 E❑❑ ❑ ❑❑❑❑ BANDING 0 V I i F— MAIN FF. LINE _ 0 4- 1 Fl� ElE Ell d, 'l, ry © Z COPYRIGHT 2014, TAYLOR MORR15ON 4" BANDING GRADE LINE (ASSUMED) M0 I FRONT ELEVATION- 5CALE: I/411: 11.011 0 Lr) i 0 J F- >m Q USANFORD 1.-1586 ELEVATION "A" GARAGE RIGHT UPPER ROOF VENT REQUIREMENTS G.C. VERIFY THAT 305.68 50, IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 16 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. GIRDER 12 12 b TRU55 6� QGIRDER ROOF TRU55E5 TRU55 12 AT 24" o.C. 6� 6 12 (TYPICAL) 12❑ ❑ rrBR. LOFT GIRDER 6�3 /2-5TORY SLOPE TRUSS ROOF TRUSSES VOLUME TO DRAIN AT 24" O.G. ❑❑ ❑❑ _ ,11 (TYPICAL) _. FLOOR SYSTEM -•- BEAM BEAM KIT. � 0 I 12 ,� 6� /SHINGLE $.I SECOND F.F. LINE — ROOF — — ,7 T.o.M. 1 * r FINIS; SECOND F.F. LINE T.o.M. - a FAMILY ROOM GARAGE a x 0 w •. 0 c me - Lm 00 tO J 00 J 0 N � M 5 (D . I 2 =0 J oNLL ro�Th 0 �L�rn N +. 0 !0 Zr�'t /TEXTURED l.alllr • •'JOB ---------------------------- _---------- I 12 ,� 6� /SHINGLE $.I SECOND F.F. LINE — ROOF — — ,7 T.o.M. 1 * r FINIS; SECOND F.F. LINE T.o.M. - a FAMILY ROOM GARAGE a •. • 2138 --- /TEXTURED l.alllr • •'JOB ---------------------------- _---------- DINING NUMBER 25002.142 I CAD FILE NAME LOT 45 ISSUED 04-21-15 REVISED I I I • 0. 6:12 --SECTIONAA. i r .w N" w i 6:12 I SCALE: 1/8" I'-0" - . �s ®� N ii H 12 I 6 6 12 12 /SHINGLE I i ROOF Q6 �, PLT, HT. _ - _ - _ _PLT. HT. I y/o 0—TIMI. /5TUr00 6.12 0 ` SLOPE Vl� I To DRAIN - AVIS BEWS FINISH Q6 DDESIGN GROUP SECOND FF. LINE SHINGLE SECOND F.F. LINE "A y SADDLE i — - - - - — ROOF — — 150 STATE S`[R.EET EAST - io6.12 OUYMW FLOR Al 34677 6:12 ------------------ T.O.M. - - - g 813.925.1300 TEL 813. 925 .1800 FAX W W W.DAWSBEWS.COM TEXTURED TEXTURED TAMPA r DEP4VER. s I I <r FINISH 7 d� FINISH 7 � 4�� EST. 1994 L ----------�--- 612 � 6_12 i TEMP. a� MAIN FF. LINE - - - - - - ❑❑ - - MAIN FF. LINE I - GARAGE ROOF i GRADE LINE VENT REQUIREMENTS i �e y i (A55UMED) CD G.G. VERIFY THAT 91.68 5Q. IN. I s; OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS LEFT ELEVATION REQUIRED, PER MANUFACTURER'S ---------------------- - - - - 5PECIFICATION5 OF NET FREE SCALE: 1/8" = I' 0" AREA PER VENT.�_TYP. AA OVERHANG AT HIP 12 12 (UN.O.) 6 -SHINGLE 0 ROOF PLAN PLT. HT, ROOF PLT. HT _ _ 0 II z SCALE: 1/8II _ - 141' /STUCCO o� r FG. FG. FINISH] * 6' / SECOND FF. LINE SLOPE _ SECOND FF. LINE fir/ � - TO DRAIN T.O.M. %1 TD11. TEXTURED TEXTURED FIN15H e FIN15H 11/2" THICK a; -•— -•--- ...— � * m TEMP. SAND FIN15H MAIN FF. LINE _ T _ _ _MAIN FF. LINA r KEYSTONE (IF APPLICABLE) GRADE LINE RAISED (ASSUMED) SAND FINISH TEXTURED BANDING 3/411 THICK REAR ELEVATION oC SCALE: 1/8" : I'-011 6 12 SHINGLE 12 6 J ROOF 6 12/SHINGLE `� 6 1ROOF/ >= PLT. HT. PLT. HT. PLT. HT. STUCCO FINISH «� /1,T,CCO _ TYP. CROSS-SECTION OF RAISED °' RED FINISH BANDING AND TEXTURED / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" M _ F ISN 12 ,� 6� /SHINGLE $.I SECOND F.F. LINE — ROOF — — ,7 T.o.M. 1 * r FINIS; SECOND F.F. LINE T.o.M. SLOPE to DRAW _ 5ECONp F.F. LINE T.o.M. - - •. • 2138 --- /TEXTURED /TEXTURED 21-011IN 7 FINISH 7 �lX1_1 1_ MAIN FF. LINE MAIN FF. LINE MAIN F.F. LINE — - - - - - - - - - - - - - - - - - - — SANFORD GRADE LINE (ASSUMED) Fps Rm1�� # 15 1585 RIGHT ELEVATION SCALE: 1/8" : 1411ELEVATION "All GARAGE RIGHT _---Exfi, FASCIA k CONTRACT VENTED ALUM. SOFFIT SHEATH Bc EXTFINISH WINDOW FLASHING AS REQ'D = 1x4 WINDOW TRIM DBL. 11/2" THICK HE':ADER SAND FINISH KEYSTONE TYPICAL WINDOW & SLIDING GLASS (IF APPLICABLE) DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL RA15D SAND FINISH N.T.S. N.T.S. N.T.S. TEXTURED BANDING 15# FELT • x m -- 3 TAB 25 YR SHINGLE: ON151/ FELT OVER /— WINDOW o 7; ROOF SHEATHING SPECIFIED ON FAILING J I� 0) ISSUED 04-21-15 TIE. -'IN WITH WEATHER RESISTIVE, BARRIER:z SCHEDULE ROOF OVER PRE—ENGINEERED N h 0 DAVIS BEWS '0 A Q N 0 M L M, NG Y/ . N m - OUXMAI , FLOR DA 34677 813 925 1300 TEL a.� NECESSARY IN BARRIER TEMPORARILY SECURE >Jm �e EST. 1994 66 8U. • w CORNERS THROUGH — FLASHING',,a 00 0` " J .0 n •oo• f � ,` •®`' °• ` 'v r �' o m QVC 00 ® • i A C $ ,- ° we - 2., SCORE & FOI..D WEATHER RESISTIVE BARRIER ABOVE HEADER TO TEMPORARILY SECURE 50# FELT OVER _ . ... LILMETAL t..d WEATHER EXTERIOR zIt .. � 6"x5° _---Exfi, FASCIA k CONTRACT VENTED ALUM. SOFFIT SHEATH Bc EXTFINISH WINDOW FLASHING AS REQ'D = 1x4 WINDOW TRIM DBL. 11/2" THICK HE':ADER SAND FINISH KEYSTONE TYPICAL WINDOW & SLIDING GLASS (IF APPLICABLE) DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL RA15D SAND FINISH N.T.S. N.T.S. N.T.S. TEXTURED BANDING 15# FELT o JOB NUMBER 25002.142 0 (aSSEMBLED -- 3 TAB 25 YR SHINGLE: ON151/ FELT OVER /— WINDOW CAD FILE NAME LOT 45 7; ROOF SHEATHING SPECIFIED ON FAILING �1JI ISSUED 04-21-15 TIE. -'IN WITH WEATHER RESISTIVE, BARRIER:z SCHEDULE ROOF OVER PRE—ENGINEERED 0 DAVIS BEWS ROOF TRUSSES 0 24" O.C. L M, NG 150 STATE STR.F.ET EAST OUXMAI , FLOR DA 34677 813 925 1300 TEL a.� NECESSARY IN BARRIER TEMPORARILY SECURE 1 INTEGRATE INSTALLATION OF WEATHER RESISTIVE FARRIER WITH S �e EST. 1994 �? w CORNERS THROUGH — FLASHING',,a 2 .......... HURRICANE STRAP PER DITCH AS ROOF FRAMING PIAN ,-- •oo• f � ,` •®`' °• ` 'v r �' PER ® • i A C $ ,- ° we - 2., SCORE & FOI..D WEATHER RESISTIVE BARRIER ABOVE HEADER TO TEMPORARILY SECURE 50# FELT OVER _ . ... LILMETAL t..d WEATHER EXTERIOR P=LASHING - .. � 6"x5° �- \ i :., S METAL FLASHING • ` S `� BARRIER 1mAPE - SILL PLATE BRG. HGT. — - SHINGLE ROOF PER 18"x18" METAL CONTRACT w/TAR BETWEEN FLASHING AND SHINGLES •o•o ` °oo • _,,.-ALUM. DRIP ED� FLASHING SHINGLE PER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER MEAD FLASHING _---Exfi, FASCIA k CONTRACT VENTED ALUM. SOFFIT SHEATH Bc EXTFINISH WINDOW FLASHING AS REQ'D = 1x4 WINDOW TRIM DBL. 11/2" THICK HE':ADER SAND FINISH KEYSTONE TYPICAL WINDOW & SLIDING GLASS (IF APPLICABLE) DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL RA15D SAND FINISH N.T.S. N.T.S. N.T.S. TEXTURED BANDING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE12 �R Y� WEATHER RESISTIVE THICK BARRIER 2 ��`�� F FLASHING SIATE LL DETAIL E3 R ` ° ..TYP.'EROSS-SECTION OF RAISED FOR OPTIONS) DO NOT FLASH `�� TEXTURED FINISH BANDING AND , OVER BOTTOM 0� NAILING FLANGE X,�, g" 5"x5" METAL FLASHING OR SAND FINISH KEYSTONE HEAD FLASHING TIE-IN NOTES: RUN KICKOUT FLASHING 6 `b CORNER PATCH w/TAR BETWEEN u n INSTRUCTIONS: �/ � FLASSHI G AN],I SHINGL SCALE: 3 - 1'-0" I 1. CUT, FOL[) UP&: TEMPORARILY .. U2 PAST EDGE OF ROOF SECURE WE:AII IEIR RESISTIVE 1. FLASHING TO BE FLEXIBLE SELI. -ADHESIVE TYPE (MIN. ROOF PER PLAN 0 BARRIER ABOVE HEADER TO 6„ WIDE) FLASHING ALLOW FOR FLASHING FROM , , 4 INSTALLATION ) ARM . L L R M TOP C)h 2. REMOVE WEATHER RESISTIVE B L 0 - -- FLASHING WINDOW ' 2, INSTALLDER SILL. PLATE HEAD FLASHING UN WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 3. FOLD WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD 4, INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL,. WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS (MIN. fi" WIDE) G IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL SNEATHINCsPERPLAN 2. INSTALL FLASHING �..� - N.T.S. PLAN VIEW 3. MECHANICALLY FASTEN AS NECESSARY 3a 15 FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. 0 5 1/8" STUCCO THIGKNE55 2010 FBRC SECTION 703,8._ 4 PAPERBACK LATH T- �, "FHE I.)N WITH A WEATHER ---RESISTANT EXTERIOR WAIT ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS EXTERIOR ERIOR WALLS SHALL PROVIDE 1 HE BL IL l_ G DESCRIBED IN SECTION R703.8, FBRC.-1m1-'IE EXTERIOR WALL ENVELOPE SI+4I_1 BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF OPTION -A WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD SHALL BE: APLIED IN ACCORDANCE WITH THE MANTFAC..I.URER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. FRAME/MA50NRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2" BELOW CMU FLASHING _ S WEIGHING NOT I_.ESS THAN 14 POUNDS PER 100 SQUARE FEET 0.683 k m2 AND COMPLYING: WITH ASTM D ASPI--SALT SATURATED FF..I.....T FREE.:. FROM HOLES .AND BI�TA4��.�, WE _� C� Q ( g/ WOODEN 226NOR OTHER APPROVED WEATHER--RESI a TANT MATERIAL..- SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH 2 SIDING METAL OR PLASTIC EXPANSION JOINT FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITI"I THE UPPER i_ AYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS SILL. PLATE OCCUR, FELT SHALL BE I__APPED NOT I.._ES`:� THAN 6 INCHES 152 mm /� � � I" FROM TOP of CMU SEE NOTE __ C r, T IH APPROVED CORROSION—R[ FLASHING .:HALL BE PROVIDED. IN l -Hl-... E X f LRIOR WALL. ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL - T WALL SHEATHING CAVITY OR PENETRATION 01WATER TO THE .STRUCTURAL FRAMING COMPONENTS, TE IE FLASI LING SI BALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL_. FINISH AND y 5 5/8" STUCCO OR CEMENTIOUS SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF T NO EES. ._. FOLLOWING ...I ., t:.:. COATING OVER CMu " FHE f-OLLOWING L....00A I ONS: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. B WIDE) 2. REMOVE WEATHER RESISIIVE BARRIER FROM TOP OF WINDOW SILL PLATE � �� 1, AT TOP OF ALL EXTERIOR WINDOW AND _DOOR OI�ENIN�.�.� IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING .WINDOWS HAVING A CONTINUOUS CMU WALL PER PLAN 3. INSTALL SILL FLASHING AS SHOWN ABOVE - _._ � OVER IHE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING INCLUDING CORNERS DO .NOI RE UIRE LAP OF NOT LESS THAN 1 1 %8 INCHES (�....Srnm) � L Q ` - NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE 4. INSTALL FLA`SI--IING AROUND REMAINING WINDOW UNIT ADDITIONAL.. FLASHING, JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL, INSTALLED OVER FRAME AND CMU .W 2 O ' � CONSTRUCTION ��'TION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO 5. WEATHER RESISTIVE BARRIER 0 FORM WATER SHEDDING LAPS AT THE INTERSECTION OF CHIMNEYS .R OTHER MASONRY C,O2138 COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. TYPICAL FLASHING .DETAIL AT SILL PLATE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WEEP SCREED DETAIL �wLnIN 5. WHERE EXTERK)R PORCHES, DECKS OR STAIRS A I _TACH TO A WALL OR FLOOR ASSEMBLY OF WOOD—FRAME CONSTRUCTION. PER M.C.D,ENGINEERING SCALE:3":1'-0° ' c N.T.S. SANFORD 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT—IN GUTTERS. gRl1�� ° 1 5 8 6 (aSSEMBLED ,n �, WINDOW y 7; �1JI WEATHER - FOLD UP WEATHER TIE. -'IN WITH WEATHER RESISTIVE, BARRIER:z EXTERIOR SHEATHING 0 DAVIS BEWS MECHANICALLY FASTEN RESISTIVE RESISTIVE BARRIER 3c L M, NG 150 STATE STR.F.ET EAST OUXMAI , FLOR DA 34677 813 925 1300 TEL a.� NECESSARY IN BARRIER TEMPORARILY SECURE 1 INTEGRATE INSTALLATION OF WEATHER RESISTIVE FARRIER WITH S �e EST. 1994 �? w CORNERS THROUGH — FLASHING',,a FLASHING TO FORM WATER SHEDDING LAPS �T FOLD UP WEATHER Q y RESISTIVE BARRIER & $ ,- 2., SCORE & FOI..D WEATHER RESISTIVE BARRIER ABOVE HEADER TO TEMPORARILY SECURE WEATHER EXTERIOR ALLOW FOR FLASHING INSTALLATION RESISTIVE SHEATHING S BARRIER 1mAPE - SILL PLATE 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER MEAD FLASHING 6 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE12 �R Y� WEATHER RESISTIVE THICK BARRIER 2 ��`�� F FLASHING SIATE LL DETAIL E3 R ` ° ..TYP.'EROSS-SECTION OF RAISED FOR OPTIONS) DO NOT FLASH `�� TEXTURED FINISH BANDING AND , OVER BOTTOM 0� NAILING FLANGE X,�, g" 5"x5" METAL FLASHING OR SAND FINISH KEYSTONE HEAD FLASHING TIE-IN NOTES: RUN KICKOUT FLASHING 6 `b CORNER PATCH w/TAR BETWEEN u n INSTRUCTIONS: �/ � FLASSHI G AN],I SHINGL SCALE: 3 - 1'-0" I 1. CUT, FOL[) UP&: TEMPORARILY .. U2 PAST EDGE OF ROOF SECURE WE:AII IEIR RESISTIVE 1. FLASHING TO BE FLEXIBLE SELI. -ADHESIVE TYPE (MIN. ROOF PER PLAN 0 BARRIER ABOVE HEADER TO 6„ WIDE) FLASHING ALLOW FOR FLASHING FROM , , 4 INSTALLATION ) ARM . L L R M TOP C)h 2. REMOVE WEATHER RESISTIVE B L 0 - -- FLASHING WINDOW ' 2, INSTALLDER SILL. PLATE HEAD FLASHING UN WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 3. FOLD WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD 4, INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL,. WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS (MIN. fi" WIDE) G IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL SNEATHINCsPERPLAN 2. INSTALL FLASHING �..� - N.T.S. PLAN VIEW 3. MECHANICALLY FASTEN AS NECESSARY 3a 15 FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. 0 5 1/8" STUCCO THIGKNE55 2010 FBRC SECTION 703,8._ 4 PAPERBACK LATH T- �, "FHE I.)N WITH A WEATHER ---RESISTANT EXTERIOR WAIT ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS EXTERIOR ERIOR WALLS SHALL PROVIDE 1 HE BL IL l_ G DESCRIBED IN SECTION R703.8, FBRC.-1m1-'IE EXTERIOR WALL ENVELOPE SI+4I_1 BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF OPTION -A WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD SHALL BE: APLIED IN ACCORDANCE WITH THE MANTFAC..I.URER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. FRAME/MA50NRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2" BELOW CMU FLASHING _ S WEIGHING NOT I_.ESS THAN 14 POUNDS PER 100 SQUARE FEET 0.683 k m2 AND COMPLYING: WITH ASTM D ASPI--SALT SATURATED FF..I.....T FREE.:. FROM HOLES .AND BI�TA4��.�, WE _� C� Q ( g/ WOODEN 226NOR OTHER APPROVED WEATHER--RESI a TANT MATERIAL..- SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH 2 SIDING METAL OR PLASTIC EXPANSION JOINT FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITI"I THE UPPER i_ AYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS SILL. PLATE OCCUR, FELT SHALL BE I__APPED NOT I.._ES`:� THAN 6 INCHES 152 mm /� � � I" FROM TOP of CMU SEE NOTE __ C r, T IH APPROVED CORROSION—R[ FLASHING .:HALL BE PROVIDED. IN l -Hl-... E X f LRIOR WALL. ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL - T WALL SHEATHING CAVITY OR PENETRATION 01WATER TO THE .STRUCTURAL FRAMING COMPONENTS, TE IE FLASI LING SI BALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL_. FINISH AND y 5 5/8" STUCCO OR CEMENTIOUS SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF T NO EES. ._. FOLLOWING ...I ., t:.:. COATING OVER CMu " FHE f-OLLOWING L....00A I ONS: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. B WIDE) 2. REMOVE WEATHER RESISIIVE BARRIER FROM TOP OF WINDOW SILL PLATE � �� 1, AT TOP OF ALL EXTERIOR WINDOW AND _DOOR OI�ENIN�.�.� IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING .WINDOWS HAVING A CONTINUOUS CMU WALL PER PLAN 3. INSTALL SILL FLASHING AS SHOWN ABOVE - _._ � OVER IHE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING INCLUDING CORNERS DO .NOI RE UIRE LAP OF NOT LESS THAN 1 1 %8 INCHES (�....Srnm) � L Q ` - NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE 4. INSTALL FLA`SI--IING AROUND REMAINING WINDOW UNIT ADDITIONAL.. FLASHING, JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL, INSTALLED OVER FRAME AND CMU .W 2 O ' � CONSTRUCTION ��'TION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO 5. WEATHER RESISTIVE BARRIER 0 FORM WATER SHEDDING LAPS AT THE INTERSECTION OF CHIMNEYS .R OTHER MASONRY C,O2138 COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. TYPICAL FLASHING .DETAIL AT SILL PLATE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WEEP SCREED DETAIL �wLnIN 5. WHERE EXTERK)R PORCHES, DECKS OR STAIRS A I _TACH TO A WALL OR FLOOR ASSEMBLY OF WOOD—FRAME CONSTRUCTION. PER M.C.D,ENGINEERING SCALE:3":1'-0° ' c N.T.S. SANFORD 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT—IN GUTTERS. gRl1�� ° 1 5 8 6 (aSSEMBLED ,n �, WINDOW y 7; �1JI i 0 DAVIS BEWS L M, NG 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE12 �R Y� WEATHER RESISTIVE THICK BARRIER 2 ��`�� F FLASHING SIATE LL DETAIL E3 R ` ° ..TYP.'EROSS-SECTION OF RAISED FOR OPTIONS) DO NOT FLASH `�� TEXTURED FINISH BANDING AND , OVER BOTTOM 0� NAILING FLANGE X,�, g" 5"x5" METAL FLASHING OR SAND FINISH KEYSTONE HEAD FLASHING TIE-IN NOTES: RUN KICKOUT FLASHING 6 `b CORNER PATCH w/TAR BETWEEN u n INSTRUCTIONS: �/ � FLASSHI G AN],I SHINGL SCALE: 3 - 1'-0" I 1. CUT, FOL[) UP&: TEMPORARILY .. U2 PAST EDGE OF ROOF SECURE WE:AII IEIR RESISTIVE 1. FLASHING TO BE FLEXIBLE SELI. -ADHESIVE TYPE (MIN. ROOF PER PLAN 0 BARRIER ABOVE HEADER TO 6„ WIDE) FLASHING ALLOW FOR FLASHING FROM , , 4 INSTALLATION ) ARM . L L R M TOP C)h 2. REMOVE WEATHER RESISTIVE B L 0 - -- FLASHING WINDOW ' 2, INSTALLDER SILL. PLATE HEAD FLASHING UN WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 3. FOLD WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD 4, INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL,. WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS (MIN. fi" WIDE) G IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL SNEATHINCsPERPLAN 2. INSTALL FLASHING �..� - N.T.S. PLAN VIEW 3. MECHANICALLY FASTEN AS NECESSARY 3a 15 FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. 0 5 1/8" STUCCO THIGKNE55 2010 FBRC SECTION 703,8._ 4 PAPERBACK LATH T- �, "FHE I.)N WITH A WEATHER ---RESISTANT EXTERIOR WAIT ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS EXTERIOR ERIOR WALLS SHALL PROVIDE 1 HE BL IL l_ G DESCRIBED IN SECTION R703.8, FBRC.-1m1-'IE EXTERIOR WALL ENVELOPE SI+4I_1 BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF OPTION -A WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD SHALL BE: APLIED IN ACCORDANCE WITH THE MANTFAC..I.URER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. FRAME/MA50NRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2" BELOW CMU FLASHING _ S WEIGHING NOT I_.ESS THAN 14 POUNDS PER 100 SQUARE FEET 0.683 k m2 AND COMPLYING: WITH ASTM D ASPI--SALT SATURATED FF..I.....T FREE.:. FROM HOLES .AND BI�TA4��.�, WE _� C� Q ( g/ WOODEN 226NOR OTHER APPROVED WEATHER--RESI a TANT MATERIAL..- SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH 2 SIDING METAL OR PLASTIC EXPANSION JOINT FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITI"I THE UPPER i_ AYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS SILL. PLATE OCCUR, FELT SHALL BE I__APPED NOT I.._ES`:� THAN 6 INCHES 152 mm /� � � I" FROM TOP of CMU SEE NOTE __ C r, T IH APPROVED CORROSION—R[ FLASHING .:HALL BE PROVIDED. IN l -Hl-... E X f LRIOR WALL. ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL - T WALL SHEATHING CAVITY OR PENETRATION 01WATER TO THE .STRUCTURAL FRAMING COMPONENTS, TE IE FLASI LING SI BALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL_. FINISH AND y 5 5/8" STUCCO OR CEMENTIOUS SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF T NO EES. ._. FOLLOWING ...I ., t:.:. COATING OVER CMu " FHE f-OLLOWING L....00A I ONS: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. B WIDE) 2. REMOVE WEATHER RESISIIVE BARRIER FROM TOP OF WINDOW SILL PLATE � �� 1, AT TOP OF ALL EXTERIOR WINDOW AND _DOOR OI�ENIN�.�.� IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING .WINDOWS HAVING A CONTINUOUS CMU WALL PER PLAN 3. INSTALL SILL FLASHING AS SHOWN ABOVE - _._ � OVER IHE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING INCLUDING CORNERS DO .NOI RE UIRE LAP OF NOT LESS THAN 1 1 %8 INCHES (�....Srnm) � L Q ` - NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE 4. INSTALL FLA`SI--IING AROUND REMAINING WINDOW UNIT ADDITIONAL.. FLASHING, JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL, INSTALLED OVER FRAME AND CMU .W 2 O ' � CONSTRUCTION ��'TION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO 5. WEATHER RESISTIVE BARRIER 0 FORM WATER SHEDDING LAPS AT THE INTERSECTION OF CHIMNEYS .R OTHER MASONRY C,O2138 COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. TYPICAL FLASHING .DETAIL AT SILL PLATE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WEEP SCREED DETAIL �wLnIN 5. WHERE EXTERK)R PORCHES, DECKS OR STAIRS A I _TACH TO A WALL OR FLOOR ASSEMBLY OF WOOD—FRAME CONSTRUCTION. PER M.C.D,ENGINEERING SCALE:3":1'-0° ' c N.T.S. SANFORD 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT—IN GUTTERS. gRl1�� ° 1 5 8 6 on I ELEVATION "A" GARAGE RIGHT 7; �1JI i DAVIS BEWS DESIGN GNOVP 150 STATE STR.F.ET EAST OUXMAI , FLOR DA 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANWA • E>ENVEF EST. 1994 on I ELEVATION "A" GARAGE RIGHT ELECTRICAL < i 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET r — — — I.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET ha HALF -SWITCHED DUPLEX OUTLET / • x m FG SPECIAL PURPOSE OUTLET i :0 DUPLEX OUTLET IN FLOOR — - — WE 220 VOLT OUTLET A/CWALL SIA N w . r SWITCH DISCONN. W.P. W.P. MNT� ` 13 THEE -WAY SWITCH 0 a�1a� G.F.I. GF.L '54E o C0 14 FOUR-WAY SWITCH �Lro0 D DIMMER SWITCH �coO� *+ zo 0 -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE II sD II WALL MOUNTED INCANDESCENT LIGHT FIXTURE I !cm CESSED INCANDESCENT LIGHT FIXTURE --- ALL MOUNT _� - C. LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE * * * ROUGH -IN FAMILY ROOM \ 4 EXHAUST FAN ;Q• EXHAUST FANLIGHT COMBINATION G.C. VERIFY LOCATION FOR OFT.ELECTRIC DOOR OPERATOR (OPTIONAL) /2-5TORY FOR CEILING FANS FANLIGHT cH CHIMES (OPTIONAL) PRE -WIRE / �/ �% � ❑ VOLUME \ * * * * � o PUSHBUTTON SWITCH (OPTIONAL) MASTER SUITE© CARBON MONOXIDE DETECTOR SMOKE DETECTOR UP TO / sc c FAN/ LIGHT SMOKE / CARBON MONO. COMBO DETECTOR UP TO FQ TELEPHONE (OPTIONAL.) CAN LIGHTS r TELEVISION (OPTIMAL) F.I. r (D THERMOSTAT /M . BATH - / ELECTRIC METER ELECTRIC PANEL NORIZ. � � � � — — -� DISCONNECT SWITCHMAKE-i\(D I M LIGHTS SPEAKER (OPTIONAL) M / ROUGH -IN FOR OPT. CEILING FAN (VERIFY I PENDANT v J F.I. I LOCATION) c ,� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ </ ROUGH -IN FOR OPT. CEILING FAN NOTES _ W.P.I I 6_0 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.1) AS INDICATED CH (VERIFY) ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. I DINING ROOM P UP TO 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE _ LIGHT FOLLOWING HEIGHTS ABOVE FINISHED FLOOR F — � C _ � — — — - SWITCHES.... 42° _ _ —I ( 220 v. (Q; GF.I. ((�; OUTLETS..... 14" L — TELEPHONE...14 (UNLESS ABV COUNTERTOP) TELEVISION ... 14" / \ GF.I. O GRI, I 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER UTIL I SOURCE AT SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE G.F.I. M I— AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. HORIZ. GF.I.MICROWAVE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING e_/�16 MAKE-UP PWDR / / �O OUTLET +14" ROOMS,LIVING ROOMS, PARLORS, LIBRARIES, PENS, 6UNRo0P15, RECREATION ROOMS; CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. LIGHTS / // / I 220 v. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 / \ KITCHEN PENDANT / 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY / (VERIFY / ��/ ROOMS SHALL BE GF.C.I. PROTECTED (GPD. D _ LOCATION) / / \ GF.I. Hr -,F. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL / ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2006, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND GF.I. ORDINANCES. ENTRY — 1. EVERY BUILDING HAVING A FOSSIL. -FUEL -BURNING HEATER OR APPLIANCE, GF.I. FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON 0 s AT 48" MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING 50 GAL. PURPOSES. LIGHT AND SWITCH PUSHBUTTON FOR IN ATTIC 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN I � — WF'. G.D. OPENER �. I` ` _ SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE _ — - 'i BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE — — _ — _ LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. t \ GARAGE I - - 4/0 ALU, CABLE 150 AMP. ELEC. ELEC. MAIN DISCONNECT METER A/G I CLG. OUTLET PANEL METER COMBO - SQUARE D DISC. FOR G.D. OPENER REFER TO FLOOR TVP. 14 AND 12 COPPER TO r- - — — — — — - — — - — — — — - - - -I WP. / GRI. PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS I I FOR T.U.G. AMPS. REQUIRED PANEL M0 COPPER TO SERVICE WATER HEATER UNDERGROUND 08 COPPER TO RANGE \ I I SERVICE O 04 COPPER TO 5/8" GROUND ROD GF I I I AT 48" POWER COMPANY ALSO SERVICE TO BE BONDED JOB NUMBER 25002.142 CAD FILE NAME LOT 45 ISSUED 04-21-15 REVISED • x m DAVIS BEWS DESIGN GROVP C 00 EST. 1994 0 _j N0 0 C4 �� N1'J(09) V/�cMo SIA N w . r 6 > JM ` 0 a�1a� '54E o C0 �Lro0 �coO� *+ zo 0 JOB NUMBER 25002.142 CAD FILE NAME LOT 45 ISSUED 04-21-15 REVISED AT.48° i i IMG. TO FOOTING STEEL I I 2138 I ELECTRICAL RISER DIAGRAM COACH COACH NOTE: LIGHT �� / LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL UFCOMPLY W/ APPLICABLE PROVISIONS OF THE NATIONALELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 1Ss1 5 86 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISSEWSfiAM TAMPA • DENVER. EST. 1994 AT.48° i i IMG. TO FOOTING STEEL I I 2138 I ELECTRICAL RISER DIAGRAM COACH COACH NOTE: LIGHT �� / LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL UFCOMPLY W/ APPLICABLE PROVISIONS OF THE NATIONALELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 1Ss1 5 86 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER \ i :Q✓� ��ii.a. WEATHERPROOF DUPLEX OUTLET I .F.,: GROUND FAULT INTERRUPTER DUPLEX OUTLET ROUGH IN \ I f HALF -SWITCHED DUPLEX OUTLET FOR OPT. �� SPECIAL PURPOSE OUTLET FANAJGHr / DUPLEX OUTLET IN FLOOR Li G.C. VERIFY LOCATION \ 220 VOLT OUTLET FOR CEILING FANS BEDROOM Z j ROUGW-IN WALL SWITCH FOR 13 THREE-WAY SWITCH * * * *FANLIGHT sD G �% 14 FOUR-WAY SWITCH -�_ D DIMMER SWITCH * * * GF HORIZ.sDOTO CEILING MOUNTED INCANDESCENT LIGHT FIXTUREG.C. VERIFY LOCATION LIGHT�UP cM SWIITCHES WALL MOUNTED INCANDESCENT LIGHT FIXTUIE FOR ADDITIONAL r — .— — -I O RECESSED INCANDESCENT LIGHT FIXTURE RECE56ED CAN LIGHTS ;0`� (0; - LIGHT FIXTURE WITH PULL CHAIN * * * * BATH: 2 DOWN TO C � _ � � M - 5W1TC44 LIGHT AND M TRACK LIGHT SWITCH FLUORESCENT LIGHT FIXTURE IN ATTIC 4 EXHAUST FAN O�1 ;p. EXHAUST FANLIGHT COMBINATION ' W.P. ELECTRIC DOOR OPERATOR (OPTIONAL( ®. C4IME5(OPTIONAL) r J'4 _ p PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR L— - LOFT so SMOKE DETEGtOR SMOKE /CARBON MONO. COMBO DETECTOR C , TELEPHONE (OPTIONAL) O, W.P. / 0 TELEVISION (OPTIONAL) Qr THERMOSTAT ELECTRIC METER DOWN TO -am ELECTRIC PANEL SWITCH DISCONNECT SWITCH ® SPEAKER (OPTIONAL) sD � 15 ROUGH -IN FOR OPT. CEILING FAN HMORIZBATH 3 .---- � � � _ c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP :0, ;Q, \ J ROUGH -IN FOR OPT. CEILING FAN LIGHTS NOTES ROUGH -IN I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED SD CM FOR OPT. FAN/LIGHT J ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE sD I 11 BEDROOM FOLLOWING HEIGHHTT7ABOVE `FI��SHED FLOOR: I OUTLETS ..... 1a1' L — — TELEPHONE ... 1411(UNLE55 ABV COUNTERTOP) TELEVISION.. 14" ROUGW-INI 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER I SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE FOR OPT. I I FAN/LIGHT AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. �I I 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL IREQUIRE A COMBINATION TYPE AF.C.L BEDROOM 4 DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C.. 2008 40611. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U, 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA 1OA-05, N.E.C. 2008, 2010 F,BC. IESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL NAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. a ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING% WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I I UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT x m Y.. DAVIS BEWS DESIGN GROUP Co - EST. 1994 F�— O -i _ n0 NNMS .0N`.,C9 law j M D LL low• OOh am E c ro C 00 _o �= L Q1 QI cy t oi-(p (�h 6.W0-20 z re UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDMIAIL, FLORIDA 34671 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DEIWER - EST. 1994 F�— UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT GENERAL NOTES ' I FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD GENERAL NOTES SHEET FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. NOTES &CONNECTOR LEGEND 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A ROOF FRAMING PLAN MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. GENERAL DETAILS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES TWO STORY DETAILS OF PRESSURE TREATED WOOD. CAST IN PLACE CONCRETE ST1 GENERAL STAIR DETAILS PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301, DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF THREADED RODS BOLTS AND THRE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL B E DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER, FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) IIILL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) INDEX OF DRAWINGS SHEET SHEET TITLE S1 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 LIJ J a h z i Iw Lu Z w O ❑ F_ o a Z V o� W m O 0 0 N W W O W \ a 0o M ®�e•ro�•••e �+% ISI U")Z Z • • 'I�o A% b ® O G'j..� `1 J. FASTENERS OTHER THAN NAILZINN COATSED STEEL WITH COATING WEIGHTS IN OF MECHANICALLY DEPOSITED C- BOTTOM CHORD: DL = 5 PSF ®Q _j p ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS. A)= 40 PSF MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) BALCOs 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURERS DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE - BETWEEN TRUSSES TO COMPLY W/ APA T PROVIDE MIN 2x SYP #2 BLOCKING G C. O 0 PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI 63 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR o ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI 6 1/29/2015 CREATED ELEV. C W/ OPTIONAL LANAI w/ TRUSSWAY TRUSSES PER TB -39 7 4/16/2015 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS w/ BED ROOM PER TB -55 (TL/JV) 8 4/27/2015 APPLIED TRUSSWAY TRUSS TO ELEV-A PER TB -45 i e \ •° J bo w a. \\ e O O U • Q_ 1'7 N T LU d h O Z Q 0 0 U U LL '- O C� z O o ... �^ m Q u.i h U ❑ W z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 W r- U CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN W =1F S BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) O O •� N WOOD CONSTRUCTION DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED EFFECTIVE REGARDLESS OF SPECIES. 1. OMITTED REBAR 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED DRILL A 3/4" 0 HOLE MIN, 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA Ill INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANI INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. BEND). 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY 2. STRAPS/CONNECTOR SUBSTITUTION (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU-S DESIGNED AND DETAILED BY OTHERS. INSTALLATION INSTRUCTIONS ARE FOLLOWED. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 3. STAIR CONSTRUCTION CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) SIMPSON I STUD SHOES, TYP U.N.O. 4. METAL STUD SUBSTITUTION 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE 5, OMITTED J -BOLT OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT-DIPPEID w/ SIMPSON SET EPDXY @ 5" MIN EMBED. GALVANIZED OR STAINLESS STEEL FASTENERS, DOR SODIUM BORATE (SBX) DOES -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" ` NOT. J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR 6. MORTAR JOINTS MASONRY IS TO BE PRESSURE TREATED. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. WOODEN TOP PLATES. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG ENGINEERED LUMBER -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VERT. REINF, IN EA. CELL, CONT. PER PLAN. VALUES AS FOLLOWS: 7. OVERHANGING CMU WALL COLUMNS BEAMS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. E = 1,800,000 Ib/int U.N.O. E = 2,000,000 112 U.N.O. CELLS PER PLAN. Fb = 2500 -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES Fb = 3000 IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN = 1500 _ Ft Ft - 1700 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS: Fc 11- 3000 Fc 11= 3000 STRUCTURAL STEEL Fc j = 900 Fc j = 900 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fv = 285 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL; ASTM A53, TYPE E OR S, Fy Fv = 285 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS CONDITION U.N.O. SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CEILING CONSTRUCTION BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT, BOLTS SMALLER THAN 5/8" DIA. 1 USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL . OTHERWISE SPECIFIED. CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE LIVING SPACE IS ABOVE THE GARAGE. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED %6" UNO. SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, UNDER STAIR PROTECTION FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION: SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD (12.7MM) GYPSUM BOARD. INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) _ VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 -) 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 -) 20.8 (-) 23.9 100 (+) , 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS V-0" x 7'-1 16'-0" x 7'-0" (+)18.4 + z (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 5 5 �✓ a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 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 V-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 15-1 5 8 6 1 S1 SUBMIT REPORTS TO ARCHITECT AND ENGINEER. I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. O v z Q O � ❑ Q i z Z w 0 11 z Q F- ii�z to 0 V)O _j _j W LLI „ o r W O o Z �F-O Vi �I 0 Wm V) O=Z f- ❑15-V z0 -� aill = p N F_ ❑ ry U IZ ❑ h U) STRUCTURAL ENG: CFG / BED / TL Q DRAFTING: -- --- H Z w -STRUCT: BM QC CHECK: EA JOB No. TM - 2150404 OFO SCALE: AS INDICATED ~ DATE: 04/27/15 15-1 5 8 6 1 S1 SUBMIT REPORTS TO ARCHITECT AND ENGINEER. I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. FOUNDATION NOTES: w 1. PROVIDE MIIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH � PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). A/C PAD 30'-0" 1:3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q 2 STORY FOOTING U ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.10 1- 16'-2 13'-10 L LAP SPLICES SHALL BE NO LESS THAN 25 Q -4" FIN. FLR 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. W Z MF01 MF11 � SD1 SD1 CONC. PAD 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. Q _..._. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE. BUT ARE UU w ®_ rt ® �_..__..__..._== _- • 0• ■ ao SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) Z C)___ _ CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE J-04 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR ❑ w USE ALTERNATE APPROVED METHOD. J NOTE: EXTEND m L7 FOOTING UNDER SGD. I 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY �1 COMMUNITY & COUNTY CODES. D INTEGRATE INTO I ■ S. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL MAIN CMU SYSTEMS SHALL BE RAISED AT LEAST 3 ABOVE THE FINISHED GRADE ® I I AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION U- INSTRUCTIONS: c 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W v 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED ■ MF01 DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO U. SD1 DETERMINE STEP LOCATIONS IF REQUIRED o �\16111111// F06 11 SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS SD1 ( AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD `r ps�®� + � ol�W FOOTING STEP DOWN AND CORNER INFORMATION..��*P# �00� — N MF01 12. ANY EQUIPIMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE .'` \C,`, W \� A% �'LLI o SD1 11'-2" 3'-6" I' ■ SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH Ci• cl�jZ Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ' (� � � =a V _. ®0 . , ..„.. . . _ _...... C.-. __ "_ __ ( 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER �! �y I COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS 11 , * Q • e •' N FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE sem' r®• •®�®.i'�S�`�� <r Q PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO �'�� J J C7 0'-0” FIN. FLR I ■ ®/ �� -1 Z I FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN./ l 11 l 1i1 p SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, p -- - I ■ Z_ COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS o LL F03 I I 3 1/2" THICK CONC. SLAB W/ 6X6 DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). W p SD1 I W/1.4 XW/1.4 W.W.F. OVER 6 MIL - p THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS O VAPOR BARRIER OVER I } BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 to = I I COMPACTED FILL. ch PSF. o U _O N F06 I O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO • 0,t -4 I I DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE I Amok'� co MF07 \� N STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q '''" I'II "j N SD1 i I Z u FOOTING SIZES PENDING DEPTH OF STEMWALL Mj FOOTINGSCHEDULE T ■ _ca�0,1 ■ � -- „ I 6'-- F I . 1 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. ♦' II!! O0 W U,a� 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. O — Q. 00 0? 1 0 z m ■ I - I 2.3 28''x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. ■ O n- fV coW MF01 \� 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. O � 32"x32'"x12" dp w/ #5's @ 6" O.C: EA. WAY MIN (6) # 5 E.W. Z ■ F01 j .....� SD1 O� �f N Q z 36"x36"x12" d w/ #5's 6„ O.C. EA. WAY MIN 6 # 5 E.W. <C J U O p @ O U)— J LL W F03 T� _ - o W N ®®, SD1 SOr s ___ F05 ® 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. z0 Z (n Z m O 0� SD1 a ZZ r- -OIL�4" FIN. FLR \ QO�� 0� �( O Z U `j .1-0 48"x48"x12" dp w/ #5's @ 6 O.C. EA. WAY MIN (8) # 5 E.W. U _ N 6 0 C7 S O 0 F- Cn Z� Z �� r ®� N -4" FIN FLR W Q O g O ®., 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. O _� O Z z5�;�5 LL boa> > o� PAVERS 2.6 I Q O o o E u� a I O 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z 0 5-0" 3'-8"W I LU U ~ a d � I 5 9'-8" ■ �� Z N o�� o 3'_4" 2. 1.. 2X -9 �8' 3'-5%" 2 STORY FOOTING I p� O L "W SYMBOLS LEGEND 3 I W ■ I N MF02 N ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. SD1 TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.) (D Z • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q 0oo I ■ TO TIE BEAM. M I I ❑_ Q MF02 m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z SD1 I W _ O �� I z W z 0 0 I- W i — — W o 0 sD1❑ O M- 0 MD01 MD01 W22' N R SD2 SD2 z W m 1011 7'-10" 2'-8" 16'_0.. 2, 8,� 0vz ,_ ,� COMPACTION TEST o U � Z � 2 STORY FOOTING 21'-4" REQUIRED � Q Q Results to be Verified R 0 30'-0"at Slab Inspection 11 U CL ❑ H U) STRUCTURAL ENG: CFG /BE D / TL Q DRAFTING: N z STRUCT: BM FOUNDATION PLAN ILD/Nc QC CHECK: EA JOB No. TM- 2150404 1/4"=1 1-011 SA N F ORU - - -- — SCALE: AS INDICATED RTME~ DATE: 04/27/15 2 D 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCp p Y SYMBOLS LEGEND LU ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). Q • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. J 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z W 0 LU z Wo 10 2'-2' �� _ -2" -4 I -10 9 10 3 8 ' O 2 I— O Q. 21 0 z U o W m Q �r 0 LL 0 ■ e o LU W I= ■ �` O 6@ 111111/ W o ■�eW '�� L' _,tee z z LL n 0 ' a'' < U Q 0 Q=om Q 0 Z,V._j p __._..... ■ u, J � ` p 0 _.. ,....._ Z ¢ um i, 04 —._..._ rl ¢ O G ■ LL z CQ 0 L30 01 0 a Q m ■ LL; /• cr_ 0 Z Z Q LL a U 5-o„ N U W F Z 8F:9d ........ - ■ oZ z LLj Lu U) a iEqstz Z Z:),V)w O <<Wr w E L,LJ " 01 IL LU LU V ~~� N �0 ~ G ® Q w CL _ w N s Z= 1 8 -�il w U) cn ■ Q z 0 O z - a - z W o e H L0 ZOO V) O J J L U) W 3:W W ® ■ ® �._ ® ® o W W O o OhO Z 2 c) W 4 I'-4" I'-.. 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(q QC CHECK EA � JOB Na TM - 2150404 F IRST FLOOR FRAMING PLAN ...SCALE--:..._ -.._..._ AS..INDICATED----__.... - - ~ DATE: 04/27/15 �1i1�0 � S4 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR. LEGEND � � t,, TES INC. vs strict) rohibite . HT MCD 2014: The information contained in thus document is co ri hted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC.. Any use, duplicatiion, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOC A y p COPYRIG pY g BEARING WOOD WALL SCHEDULE TAG D CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2' FLITCH PLATE FT7AG CING CAP.(pIf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) < K a OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2"' FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) R a 5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. BW3 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. OR ENDNAILS OR ENDNAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN BW5 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 1 Od TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP FOR INSTALLATION OF ROD AT PLATE. FOLLOW SIMPSON INSTRUCTIONS O BASE. NUT AND 3"0"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. 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 AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) D a (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) NAILING NOTES (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) < K a PLATE16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2"' FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) R a 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 0-- 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED 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 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE A (2)2X4 SYP #2 BUILT UP STUD COLUMN aB 3 O 2X4 SYP#2 BUILT UP STUD COLUMN C a (4)2X4 SYP#2 BUILT UP STUD COLUMN D a (2)2X6 SYP#2 BUILT UP STUD COLUMN E a (3)2X6 SYP#2 BUILT UP STUD COLUMN F a (2)2X8 SYP#2 BUILT UP STUD COLUMN NAILING NOTES (3)2X8 SYP#2 BUILT UP STUD COLUMN <8 4x4 SYP#2 POST c J 6x6 SYP#2 POST < K a 8x8 SYP#2 POST L a 3-1/2"x3-1/2" LVL COLUMN. M a 3-1/2'x5-1/4" LVL COLUMN. N a 3-1/2"x7" LVL COLUMN. P a 3-1/2"x9-1/2" LVL COLUMN. a 5-1/4"x5-1/4" LVL COLUMN, R a 5-1/4"x7" LVL COLUMN. S a 7"x7" LVL COLUMN. T� 3-1/2"x11-7/8" LVL COLUMN. 0-- 01- 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6"EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)a" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22' 10d .148" x 3" 12d .148" x 3-1 16d .162" x 32' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) El META16 w/(7) 10dx12" NAILS OR FRAME TO CMU 1450 1450 LL! META20 w/(7) 10d x 12' NAILS TAPCONS ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)T"x24" TAPCONS (2)ply TRUSS (12) 16d x 1-1„ NAILS ON MASONRY: SIMP. META16 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND H10A w/(18)10d x 12' NAILS OR H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 (AT EXT LOCATIONS INCLUDE (3)124 TOENAILS) TO POST: " SIMP. HTS20 OR LSTA18 5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (10) 1 O NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 61 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5"EMBEDMENT ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 HTT4 w/(18)16d x 21" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 62$0 6280 ON MASONRY: SIMP. META16 EPDXY MIN. 5" EMBEDMENT TO POST: (2) SIMP. HTS20 OR LSTA18 11 HTSM16 w/(8)10d NAILS & (4) J"x24' TAPCONS FRAME TO CMU 1020 1175 E] 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 EPDXY MIN. 7" EMBEDMENT W 19 HTT4 w/(18) 16d x 22' NAILS w&' EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 0 0 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 WSIMP. 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 TRUSSESMOISTS 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)HTSM 16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS L TO POST: SIMP. HTS20 OR LSTA18 LU 2 Z TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 62x8 WITH 1/2 FLITCH 1.. 2„ w/(6)10d NAILS & (14)4 x24 LL! PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)T"x24" TAPCONS ON MASONRY: SIMP. META16 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: " SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS& (18)4"x24" TAPCONS _ ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)T"x24" TAPCONS 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/ 18 16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (1 8)T'434" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 85.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS 6 O.C. EACH SIDE TO POST (2) SIMP. HTS20 OR LSTA18 BOTTOM CHORD ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY WPLAN 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 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p ROOF NOTES: BE IN ACCORDANCE WITH ASTM A 153. Uh L <i0 APA SHEATHING NOTE: z AT ALL UNSUPPORTED - LU 2 Z 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END W WITH (3) 10d TOENAILS. W O LL! 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND 0 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 Q AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS 0 BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE w W 0 CONTINUOUS FROM FLOOR TO CEILING. W 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O (D ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS Z U WITH CABINETS AS SHOWN ON PLANS. p U) B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. j Ld 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m OF ALL HARDWARE BEFORE INSTALLATION. p 8. GC REQ'D TO PROVIDE PERMANENT BRACING/BLOCKING PER BCSI 1 (CURRENT O EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS LLL DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. o 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. N THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY = W TRUSSES I- 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE O THE GARAGE. 11.1F ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN I . 111111!11/!/ °°i° LLI N PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJE T OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO" r `L•y.� a.� +•. ., t, ;v .,�,� = gra �� •. ,_ w o CONSTRUCTION OR TRUSS FABRICATION FINAL TRUSS LAYOUT AND TRUSS SHC P"4� � , FOR ` W p 4. Z - Q Z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) REVIEW W �,, AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE �` `n"• 4"` PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS -� SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR , > : �"` O_ TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS i� •��®®, �� J NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF IS ®•••i° �1�� x`. _J L- CONVENTIONAL FRAMING 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 U) 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 a 0 ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED OU 0 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. fl CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER' r�07 THE CONTRACTOR OR A/C SUPPLIER, SEE TB01/SD2 FOR MORE INFORMATION. Q N BUILDER NOTE: ceiU C�► o IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE W 0 r� Z° ... TRUSS MANUFACTURERS LAYOUT Q U o m: a ----STOP---- 2 AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES o NAILING SCHEDULE: o a ROOFS` Lu ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" H O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND U n/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION LL PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL O UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. p I- z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. t-) F GABLE ENDS: o U w �, $ ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. z W N p kS M 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. O Q Z 0 06 (D Z u� Z U z Z F O� EXTERIOR WALLS: O w O LU =a cnM SEE WF10/SD4 FOR MORE INFO. r , �. Z NAILS: `'� W0 Z W'� a� � W' E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.3: ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, 06U J Q vsiE LLJ N 1.. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE U LLI Z w M 0 EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY Q O O TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, _ W 2 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p �. BE IN ACCORDANCE WITH ASTM A 153. Uh L <i0 APA SHEATHING NOTE: z AT ALL UNSUPPORTED - LU 2 Z 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END W WITH (3) 10d TOENAILS. W O (D Z Q 0 Z a ° 3: z W 0 Q> ~ I- zW0 r U) W J oW0 O W C X w W 0=Z LU Ir- 0 pC LO Uj >- z 0 LU Q H H U � STRUCTURAL ENG: CFG / BED / TL Q DRAFTING: f- z STRUCT BM QC CHECK EA ................ .. JOB No. TM - 2150404 SCALE: AS INDICATED NOTES & CONNECTOR LEGEND DATE: - ---- 04/27/15 - ii_o//Nc 1/4"=11-01 SA4.1 NFOFeD 1� �' this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC.. is strictly prohibi COPYRIGHT MCD 2014: The information contained mp p Y STANDARD 2ND FLOOR FRAMING NOTES: _ LU 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR --- TO FOLLOW THE DETAILS INDICATED BELOW J OPENING SITTING ON MASONRY WS06/SD5 (STRAPS <C SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) Q OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR LU Z SHEATHING IS NOT CONTINUOUS) O LIJ 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O a U � Z U 0 U) J W ADD STRAPS TO m EA. SIDE OF WALL p S06 p SD5 u 0 o N ,S P- CIDdi o 0 0 0 0 0 0 0 o a) a r p`L _ �W/ 0 CD H2x8 H2x8 H2x10 0 O pU LH J07 J07 N htiti �® •® /> of IT J08 to 0 4 -=M CV 4 ~ U J09 J09 ` `°,t It` v, 4 A A 4 .•..• 40L 0 /00 J R09 SO4 SD5 SD5 � R10 LU k` J, d. �r y _..._ hrrM�/ R11 Qco R12 /// C �J o N+ d _ LU R13 �- CID 0 >0 -_ ___ R13 0� U) U�$ U O R13 U) � � R13 I I I � - --------.._ ...- IIILj R13 U r D CCR13 _ _ D Z Q R12_......:..... F5 % g* O LU -°°gin ---D Vi a R11 M __.ep o i� its < Z �, MID III < z z o�� 0 Y� R10 �' .... J Q��Z� gg so III so U a F — i j SD5 R14 SD5 � 0 a 6 W 5 vi s4 A A 4 H V OG u W R15 J09 Z W ZLL O � � R15 a O J08 U O NIII W _ A z W R16 J07 0 = — — w U) J13 H2x8 O R17 j J12 o a a o o o as oo �- 0 o O� - Z R21 N J07 Q O J14 J p J14 Z Q rj y °° w O _ _ H2x8 A Q °V Z W 0 U) J J cnWW 0 DIW-O W 2 U) W zi m oV U Z SFO W o H U STRUCTURAL ENG CFG / BED / TL J R- -- - — Q DRAFTING: 1 5z zSTRUCT: BM Lij- - -- - -- --- -- . 0 QC CHECK: EA W JOB No. TM - 2150404 ROOF FRAMING PLAN = SALE: AS INDICATE DATE: 04/27/15 1/4"=19-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2--] COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. CONTRACTOR TO VERIFY THE GROU IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") T .,. ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH PRECAST LINTEL LOAD TABLE BEND 0 LENGTH GENERAL CONCRETE LINTEL SCHEDULE 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. rrArr NO -SHEAR WALL AT OPENING e. �. e AL SHEAR WA L SEGMENT A- #3 edd 41/4 AT CORNERS PRECAST"U" METAL LATH OR 41/4 91/4 A #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 A .. - 151/2 30 #6 PROVIDE LINTEL W/ 3000 WIRE SCREEN 30 e 81/16 181/2 36 #7 1 43/8 9 13/16 16 1/2 APPROVED LINTEL MANUFACTURERS: 1 51/4 19 13/16 213/4 42 #6 _ 3 a DRAFTING• #7=/z _ STANDARD #5 psi CONC. PER OVER COURSES LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL STRUCT' BM W C CHECK: EA 11131. HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL rSANFORDD = SCALE AS INDICATED Q LAP SPLICE EMBEDDED STANDARD 90 HOOK STANDARD'180° HOOK Al A F�1 Tu G, OTHER BARS INTO REBAR IS BE FILLED. 4'Fp0 D08 REBAR SPLICE DETAIL STANDARD LINTEL NOTES < STANDARD LINTELS TYPICAL TRUSS ANCHOR PER PLAN CORNER AS REQ'D INDICATED IN (SHEET METAL & CLEAR OPENING 8' UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B 8F24 -1/8F24-013 8F32-16 /8F32 -01B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. LINTEL, #5 TO BE '. PAPER. FELT— PROVIDE SCREEN WHEN BLOCK BELOW IS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 HOOKED INTO PROHIBITED) 10" HOOK NOT REQUIRED TO BE FILLED - 2'-2" 1783 3069/3069 6113/5163 8974/8064 10000 / 10000 '. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. SIDE VERTICALS STANDARD 90 DEGREE HOOK 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2-1 1217 2165/1969 6113/2931 8672/4576 10000/6224 ° ° a 8" BEARING EA END I— 'tea'— 'q; ° ,. .. °.. J�A .=o ' . ° a W 11 r. 11 TYP. BOND BEAM $ x 8 x 16 K.O. LINTEL Z 3 -4 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 .-� ° °, a —" ° BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THANW9`° 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 °.° a ; ° � REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT W 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 a d° ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. Z 5'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 1d °. I : a O 9 d z 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD UJ — 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 ' e '° ° N a CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O a q q le la z - w ADEQUATE FOR THE LOADS. $'-0" 354 726/699 1843/ 1625 3486/2255 6205/2885 c1. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS Z_ () 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 ° ° ° SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 W 10'-0" 292 567/464 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. _� 11'-2" 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 2003 ROUGH OPENING PER PLAN �` 71= = -' a 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL m 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 ° STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS — 4 q ° 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 °" I d: #5 DIA. REBAR 8. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & 13'-4" 0 328 / 0 1234/0 1779/0 2662/0 ° BOTTOM REGARDLESS OF REINF INDICATED IN TABLE BELOW 14'-0" 0 292/0 1160/0 1660/0 2439/0 . L� 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS - - - -- --. -- 18'-0" 0 211/0 750/0 1177/0 1676/0 N > 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468/0 1. fc PRECAST LINTELS = 3500 PSL _ LU 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 H W °° . � � ° .. •� 2. fc PRESTRESSED LINTELS = 6000 psi. d ° °.: 20'-8" 0 145 / 0 550 / 0 981 / 0 137610 3 GROUTED PER ASTM C476 fa = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. It .,. ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. rrArr NO -SHEAR WALL AT OPENING e. �. e AL SHEAR WA L SEGMENT A- #3 edd 41/4 on: IF%°' d 4 41/4 91/4 A #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 A .. - 14'-0" 0 292/0 1160/0 1660/0 2439/0 . L� 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS - - - -- --. -- 18'-0" 0 211/0 750/0 1177/0 1676/0 N > 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468/0 1. fc PRECAST LINTELS = 3500 PSL _ LU 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 H W °° . � � ° .. •� 2. fc PRESTRESSED LINTELS = 6000 psi. d ° °.: 20'-8" 0 145 / 0 550 / 0 981 / 0 137610 3 GROUTED PER ASTM C476 fa = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. It 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE' 8 x 8 x 16 CMU U.N.O. (CMU) r, RECESSED LINTELS -FILLED STRENGTH = 1900 PSC 0% 111!1!1/11�� W o INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6 -16/8R6 -OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB y o,, a BEAM w! (1) #5 BAR W! 3000 psi CONC. SEE 2'-4" 1694/1694 3725/3280 5499/5421 U. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ��•� ''OF, — N MD08/S5 FOR LAP INFO. 2 g 1425 / 1425 3343 / 3280 4933 / 4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.": r 11 0� •� '/I��j O PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 ° dl O �,"�V r Z Z Cft a FILLED CELL AND REBAR (TYP). MORTAR 3�4" 1081/920 2769/1716 4085/2839 LIN 1 EL DE�7IUjNAI ION %7Cr1t=UULE a �N �'•yA� = ,U JOINTS `SHOULD NOT BE CUT 4'-4" 8461833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2695/2595 LINTEL F = FILLED WITH GROUT SEE FOUNDATION FOR FOOTING MARK U = UNFILLED R = RECESSED f" v'•C� a 7'-4" 480/322 1334/1334 1964/1552 @ �' • �•e `` ¢ 0 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS —QUANTITY OF #5 REBAR ' ° • e�GC` J p 8'-4" 415 / 235 1152 / 1152 1694 / 1552 A 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY 0 8F16-1B/1T LL D06 TYPICAL MASONRY CONSTRUCTION � 8F8-1B/1T -�� , QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER LU SCALE: 3/4" = V-0" 12) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 08RF14-1B/1T NOMINAL HEIGHT J 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. NOMINAL WIDTH 0° 8F16-16/17 O O TYPE DESIGNATION o44 , 0 8RF14-0B/1T Z C)y•, a :''y� CSj F 8F16-0B/1T 1-1/2" CLEAR M U LU o 0 8F20-1B/1T Q d C3 Z �� n _ #5 REBAR AT TOP MIN. (1) REQ'D a a, 0 0 91-611 91-21 0" 8F20-0B/1T z C.M.U. U -r_ U 0 LL 8RF22-1 B/1 T g GROUT q'I�C L6 z #5 REBAR AT BOTTOM OF LINTEL Z III A U O 8F24-16/1.7 zo CAVITY O �t O O L-----�I` BOTTOM REINFORCING PROVIDED O� f SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8RF22 OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) ..4. �:.. •..;,.: O 8rr NOMINAL WIDTH 8F24-OB/1 T 8RF30-1 B/1T FILLED Ui LINTEL PER PLAN P 1-1/2" CLEAR8F32-1B/1T f U 0 8RF30-06/17A. Q �;°.' . " • TRANSOM OPENING .' w . R , O D 2 #5 REBAR AT TOP MIN. (1) REQ'D O Z 8F32 -0B/1T U : FRAME INFILL AROUI� a z C.M.U. g _ - SEE FOUNDATION T 8F38 16/17 `" Z 8 WINDOW BY BUILDER O O D Vi �. SEE WF01/SD2 FOR PLAN FOR FILLED CELL F z z Z C M BF12 -1 B/1T OMORE INFO INFO. MIN. 1 IS REQ'DLl Cfl O :'... ON EITHER SIDE U.N.O. BF40 -0B/1TBOTTOM REINFORCING PROVIDEDU J Z VO o +• 7-5/8" ACTUAL IN LINTEL (VARIES) p^ N ,... w 8" NOMINAL WIDTH w L.L = Q Z F 0 Zi _ r) o X g UNFILLED - 0 Z zb a 0 (2)2 X8 WOOD HEADER M - ' ' t ;:.. ~ TURNED SIDEWAYS. ".: FIC4 I - RST PLY 2X8 TO U W Z DOOR OPENING O • MASONRY WALL W/ �ci z 1-1/2" CLEAR Q J Z 0 ;.: SIMPSON HUS26 HANGER E x_ a o I— J •" O @ EA. END. W/ (6) 3/16" Ox CL � W o • . #5 REBAR AT TOP MIN. (1) REQ'D IY 1-3/4" TAPCONS INTO - �- o � _' OU �. `�. w TOP KNOCK OUT/ BLOCK �� MASONRY & (4) 10d X 1 F o z W v COURSE a W 1/2" NAILS INTO HEADER. O 0) 0 w Z W 2ND PLY TO 1ST PLY WJ00 10d STAGGERED @ 6" O.C. F U M a REQ'D AR AT BOTTOM MIN. (1) _ r c� LINTEL W/ TRANSOM DETAIL z r DD O co w 7 5/8� CTU LINTEL f- 16 GA. POWERS STEEL BOXED a 8" NOMINAL WIDTH (D SCALE: 3/4" = 1'-0" � n Z 7 -0 POWERS STEEL o a REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. rrArr NO -SHEAR WALL AT OPENING rrDrr TYPI AL SHEAR WA L SEGMENT A- #3 17/8 41/4 on: IF%°' 15 4 41/4 91/4 d. #4 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE' 8 x 8 x 16 CMU U.N.O. (CMU) r, RECESSED LINTELS -FILLED STRENGTH = 1900 PSC 0% 111!1!1/11�� W o INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6 -16/8R6 -OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB y o,, a BEAM w! (1) #5 BAR W! 3000 psi CONC. SEE 2'-4" 1694/1694 3725/3280 5499/5421 U. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ��•� ''OF, — N MD08/S5 FOR LAP INFO. 2 g 1425 / 1425 3343 / 3280 4933 / 4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.": r 11 0� •� '/I��j O PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 ° dl O �,"�V r Z Z Cft a FILLED CELL AND REBAR (TYP). MORTAR 3�4" 1081/920 2769/1716 4085/2839 LIN 1 EL DE�7IUjNAI ION %7Cr1t=UULE a �N �'•yA� = ,U JOINTS `SHOULD NOT BE CUT 4'-4" 8461833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2695/2595 LINTEL F = FILLED WITH GROUT SEE FOUNDATION FOR FOOTING MARK U = UNFILLED R = RECESSED f" v'•C� a 7'-4" 480/322 1334/1334 1964/1552 @ �' • �•e `` ¢ 0 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS —QUANTITY OF #5 REBAR ' ° • e�GC` J p 8'-4" 415 / 235 1152 / 1152 1694 / 1552 A 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY 0 8F16-1B/1T LL D06 TYPICAL MASONRY CONSTRUCTION � 8F8-1B/1T -�� , QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER LU SCALE: 3/4" = V-0" 12) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 08RF14-1B/1T NOMINAL HEIGHT J 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. NOMINAL WIDTH 0° 8F16-16/17 O O TYPE DESIGNATION o44 , 0 8RF14-0B/1T Z C)y•, a :''y� CSj F 8F16-0B/1T 1-1/2" CLEAR M U LU o 0 8F20-1B/1T Q d C3 Z �� n _ #5 REBAR AT TOP MIN. (1) REQ'D a a, 0 0 91-611 91-21 0" 8F20-0B/1T z C.M.U. U -r_ U 0 LL 8RF22-1 B/1 T g GROUT q'I�C L6 z #5 REBAR AT BOTTOM OF LINTEL Z III A U O 8F24-16/1.7 zo CAVITY O �t O O L-----�I` BOTTOM REINFORCING PROVIDED O� f SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8RF22 OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) ..4. �:.. •..;,.: O 8rr NOMINAL WIDTH 8F24-OB/1 T 8RF30-1 B/1T FILLED Ui LINTEL PER PLAN P 1-1/2" CLEAR8F32-1B/1T f U 0 8RF30-06/17A. Q �;°.' . " • TRANSOM OPENING .' w . R , O D 2 #5 REBAR AT TOP MIN. (1) REQ'D O Z 8F32 -0B/1T U : FRAME INFILL AROUI� a z C.M.U. g _ - SEE FOUNDATION T 8F38 16/17 `" Z 8 WINDOW BY BUILDER O O D Vi �. SEE WF01/SD2 FOR PLAN FOR FILLED CELL F z z Z C M BF12 -1 B/1T OMORE INFO INFO. MIN. 1 IS REQ'DLl Cfl O :'... ON EITHER SIDE U.N.O. BF40 -0B/1TBOTTOM REINFORCING PROVIDEDU J Z VO o +• 7-5/8" ACTUAL IN LINTEL (VARIES) p^ N ,... w 8" NOMINAL WIDTH w L.L = Q Z F 0 Zi _ r) o X g UNFILLED - 0 Z zb a 0 (2)2 X8 WOOD HEADER M - ' ' t ;:.. ~ TURNED SIDEWAYS. ".: FIC4 I - RST PLY 2X8 TO U W Z DOOR OPENING O • MASONRY WALL W/ �ci z 1-1/2" CLEAR Q J Z 0 ;.: SIMPSON HUS26 HANGER E x_ a o I— J •" O @ EA. END. W/ (6) 3/16" Ox CL � W o • . #5 REBAR AT TOP MIN. (1) REQ'D IY 1-3/4" TAPCONS INTO - �- o � _' OU �. `�. w TOP KNOCK OUT/ BLOCK �� MASONRY & (4) 10d X 1 F o z W v COURSE a W 1/2" NAILS INTO HEADER. O 0) 0 w Z W 2ND PLY TO 1ST PLY WJ00 10d STAGGERED @ 6" O.C. F U M a REQ'D AR AT BOTTOM MIN. (1) _ r c� LINTEL W/ TRANSOM DETAIL z r DD O co w 7 5/8� CTU LINTEL f- 16 GA. POWERS STEEL BOXED a 8" NOMINAL WIDTH (D SCALE: 3/4" = 1'-0" � n Z 7 -0 POWERS STEEL o a REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. rrArr "B" rrCrr rrDrr rrArr rrBrr ,rCrr A- #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 A .. - 151/2 30 #6 33/4 81/16 14 30 e 81/16 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE' 8 x 8 x 16 CMU U.N.O. (CMU) r, RECESSED LINTELS -FILLED STRENGTH = 1900 PSC 0% 111!1!1/11�� W o INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6 -16/8R6 -OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB y o,, a BEAM w! (1) #5 BAR W! 3000 psi CONC. SEE 2'-4" 1694/1694 3725/3280 5499/5421 U. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ��•� ''OF, — N MD08/S5 FOR LAP INFO. 2 g 1425 / 1425 3343 / 3280 4933 / 4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510.": r 11 0� •� '/I��j O PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 ° dl O �,"�V r Z Z Cft a FILLED CELL AND REBAR (TYP). MORTAR 3�4" 1081/920 2769/1716 4085/2839 LIN 1 EL DE�7IUjNAI ION %7Cr1t=UULE a �N �'•yA� = ,U JOINTS `SHOULD NOT BE CUT 4'-4" 8461833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2695/2595 LINTEL F = FILLED WITH GROUT SEE FOUNDATION FOR FOOTING MARK U = UNFILLED R = RECESSED f" v'•C� a 7'-4" 480/322 1334/1334 1964/1552 @ �' • �•e `` ¢ 0 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS —QUANTITY OF #5 REBAR ' ° • e�GC` J p 8'-4" 415 / 235 1152 / 1152 1694 / 1552 A 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY 0 8F16-1B/1T LL D06 TYPICAL MASONRY CONSTRUCTION � 8F8-1B/1T -�� , QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER LU SCALE: 3/4" = V-0" 12) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 08RF14-1B/1T NOMINAL HEIGHT J 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. NOMINAL WIDTH 0° 8F16-16/17 O O TYPE DESIGNATION o44 , 0 8RF14-0B/1T Z C)y•, a :''y� CSj F 8F16-0B/1T 1-1/2" CLEAR M U LU o 0 8F20-1B/1T Q d C3 Z �� n _ #5 REBAR AT TOP MIN. (1) REQ'D a a, 0 0 91-611 91-21 0" 8F20-0B/1T z C.M.U. U -r_ U 0 LL 8RF22-1 B/1 T g GROUT q'I�C L6 z #5 REBAR AT BOTTOM OF LINTEL Z III A U O 8F24-16/1.7 zo CAVITY O �t O O L-----�I` BOTTOM REINFORCING PROVIDED O� f SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8RF22 OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) ..4. �:.. •..;,.: O 8rr NOMINAL WIDTH 8F24-OB/1 T 8RF30-1 B/1T FILLED Ui LINTEL PER PLAN P 1-1/2" CLEAR8F32-1B/1T f U 0 8RF30-06/17A. Q �;°.' . " • TRANSOM OPENING .' w . R , O D 2 #5 REBAR AT TOP MIN. (1) REQ'D O Z 8F32 -0B/1T U : FRAME INFILL AROUI� a z C.M.U. g _ - SEE FOUNDATION T 8F38 16/17 `" Z 8 WINDOW BY BUILDER O O D Vi �. SEE WF01/SD2 FOR PLAN FOR FILLED CELL F z z Z C M BF12 -1 B/1T OMORE INFO INFO. MIN. 1 IS REQ'DLl Cfl O :'... ON EITHER SIDE U.N.O. BF40 -0B/1TBOTTOM REINFORCING PROVIDEDU J Z VO o +• 7-5/8" ACTUAL IN LINTEL (VARIES) p^ N ,... w 8" NOMINAL WIDTH w L.L = Q Z F 0 Zi _ r) o X g UNFILLED - 0 Z zb a 0 (2)2 X8 WOOD HEADER M - ' ' t ;:.. ~ TURNED SIDEWAYS. ".: FIC4 I - RST PLY 2X8 TO U W Z DOOR OPENING O • MASONRY WALL W/ �ci z 1-1/2" CLEAR Q J Z 0 ;.: SIMPSON HUS26 HANGER E x_ a o I— J •" O @ EA. END. W/ (6) 3/16" Ox CL � W o • . #5 REBAR AT TOP MIN. (1) REQ'D IY 1-3/4" TAPCONS INTO - �- o � _' OU �. `�. w TOP KNOCK OUT/ BLOCK �� MASONRY & (4) 10d X 1 F o z W v COURSE a W 1/2" NAILS INTO HEADER. O 0) 0 w Z W 2ND PLY TO 1ST PLY WJ00 10d STAGGERED @ 6" O.C. F U M a REQ'D AR AT BOTTOM MIN. (1) _ r c� LINTEL W/ TRANSOM DETAIL z r DD O co w 7 5/8� CTU LINTEL f- 16 GA. POWERS STEEL BOXED a 8" NOMINAL WIDTH (D SCALE: 3/4" = 1'-0" � n Z 7 -0 POWERS STEEL o a REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. rrArr "B" rrCrr rrDrr rrArr rrBrr ,rCrr rrDrr #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 1 43/8 9 13/16 16 1/2 35 1 51/4 19 13/16 213/4 42 P O 0 J ° Q o 0 Z O SAFE LOAD TABLE NOTES - 3: Z 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED MINIMUM LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-172". SAFE LOADS FOR ALL W Q Uj RECESSED LINTELS BASED ON 4" NOMINAL BEARING, .4 1 n 2. 0 = NOT RATED. Z a Z ''� Q 16 _Q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W J 0 CL 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY USED WITHOUT WRITTEN APPROVAL FROM EOR W 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 2 Li 41 = ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. p W 0 I—INTFI— P 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 W Q 0 S #AFlo STRUCTURAL ENG. CFG /BED / TL 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 (D _ CO 1/8 ��=1 -011 SUPPORT. W (,,, O Z J0LL ° ° 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 Z O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q ° Uj .4 4. 0 CL 41 = = #4=2yz U °': °. °' e .'° — rr STRUCTURAL ENG. CFG /BED / TL U4A a #6 _ 3 a DRAFTING• #7=/z _ W STRUCT' BM C CHECK: EA 11131. JOB No. TM -2150404 A. rSANFORDD = SCALE AS INDICATED LAP SPLICE EMBEDDED STANDARD 90 HOOK STANDARD'180° HOOK Al A F�1 Tu G, DATE: 04/27/15 I 4'Fp0 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" 15 1 5 - COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. (1) #5 FROM FTG. TO TIE BEAM 1 (1) #5 FROM FTG. TO TIE BEAM 1 SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT HOLD BEARING WALL 1 BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W CELL SOLID II CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q 8" CMU BLOCK — 1 8" CMU BLOCK 1 cn MIN 4" WITH FOUNDATION 2 1/4" WALL SCHEDULE WALL SCHEDULE Ca w BELOW FOR ADDITIONAL FOR ADDITIONAL - 3-1/2" CONIC. SLAB w/ 3-1/2" CONC. SLAB w/ 11 �1 3-1/2" CONIC. SLAB w/ 3-1/2" CONIC. SLAB w/ INFORMATION FIBERMESH REINF.. OVER INFORMATION FIBERMESH CONIC. SLAB w/ Q FIBERMESH REINF. OVER 1 FIBERMESH REINF. OVER FIBERMESH REINF. OVER (1) #5s CONT. FIBERMESH REINF. OVER c) 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER w 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER 11 z 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER w FIBERMESH REINF. OVER 1 ¢ g z 2x PT SILL PLATE 2x PT SILL PLATE Q W 5 > 6 MIL VAPOR BARRIER _j, 1 W N d a qO d ..,e. M '•Q d' d'� ., !A.; II 4° "•d A. .•e Ujw e. d J a Q ° ° \ I d, a ' �' II A.. d. a q° CIO aQ ,Ie' °0 1— 4° °° 1'e' OD Q Cn — 4:'. ° ° d I °— — — •� _ J .. e q.. a d d ' °• -- 4.": I d -_I w z • _ d I 4 d �� I •� � ° � � � d ., � •°•' � I -111—I I�I—III—I .. � �d/,, III�=1(IGRADE _ a a GRADE z cn w -— — ' 1 ' -45°; ° = - oo — — _ h _ _ �I 11-- Q IIIII1'•ZGO ;d.d p0I° _ I �I_-,. .� w� II°_p �... — °a°, . .d n '— I O 111: I I I—I I gad. _°� ° I I_ o L- L�... _g -.-,4 -1= _ _ -I (1= —. _ '. �' (I I I I I—I CLEAN V _I—I I — I _ I—I_ Q _ _ _ _ , I— I -1_I— = II I ITI I I III. —I COMPACTED - I =I I �- O '—I — I- CLEAN COMPACTED I 1= — — 1=1 11 I I I=1 I— o Z V _� i iii iii iii FILL @ 95 /o STANDARD . , � i �—i , i—i i , i i , CLEAN — _..._.._ I (2) #5 BARS CONT. W/ 3 COVER FILL @ 95 /° p U) _ — -- CLEAN COMPACTED — :.,-_._ - 0 16" DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS $° 8" STANDARD W "III=1 (2) #5 BARS CONT. I I I —1 11=1 I I FILL @ 95 /o STANDARD ° (3) #5 BARS REQUIRED AND DENSITY 0 (2) #5 BARS CONT. 8 8 W/ 3" COVER TYP. CLEAN COMPACTED W/ 3" COVER P. CLEAN COMPACTED DENSITY TYP. AT 2 STORY CONDITIONS FILL @ 95 /o 1'-4" FILL N CO STANDARD 1�-4° FILL N CO STANDARD (2) #5 BARS CONT. W/ 3" COVER TYP. (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20'" WIDE 01 DENSITY AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY DENSITY REQUIRED AND FOOTING TO O WHERE 2ND STORY OCCURS FTG WHERE 2ND STORY OCCURS, FTG BE 20" WIDE 0 SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1 -4 WIDE w/(3) #5 BARS o ---- N LU LLI I(MF01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING F03 NON—BEARING STEP DOWN F04 DOUBLE TEP FOOTING F05 OFFSET FOOTING BEARING FO INTERIOR BEARING SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" cn I� Z II' " AV I/// w � _ 3/4 RECESS :.,,, *w, . . / c� — SLIDING GLASS �� ey C `'� Q:� �- Q Z PER MFG. .. SPECS DOOR W N o Q*" O SLOPPED GROUT q 8 CMU BLOCK p"' � TO DRAIN SEE PLAN d e '.qO ° e SLOPE 'ice air ��•p C� p FOR STEP OPTIONAL CURB MIN. 24 BEFORE h 1.. °I I ' ,•••�,a:••"°®�, se® JLL ANOTHER STEP 1 3-1/2 CONIC. SLAB wM (1)#5 FROM FTG. TO TIE �i`', ®F ". $" (G.C. TO VERIFY) ° ° e a 1 FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. OPTIONAL ,�--` 3-1/2" CONIC. SLAB w/ a d BI11�� REINF. SEE � 1 � �. #5 CONT. REINF. �, . � 6 MIL. VAPOR BARRIER � 25" GROUT CELL SOLID w CURB FOR FIBERMESH REINF. OVER 1 �e .� PLAN d �d' SEE FOUNDATION REFER TO PLANS FOR MAS. @ELEV. . 6 MIL VAPOR BARRIER a , e ' a a q FOR QUANTITY e V °' ° d1. . . 1 < LOCATION d 0'-0" w/ 1) #5 w ° a° e 1 1 41/2" CASING 2 O ( ° BAR CONT.°. °�, ° i ° ,b _ 00 '�' d.. �' 1� w °nom' �>r'� ''. 1 p °'<. 1. A, a �. 1 ALUMINUM THRESHOLD d *° - °" GRADE ° r ' Z �a,,� j7• is a d _ T,111, —, •.. .' ; 1 < 1 ° ° 5 x 25" x 25"° Q........... .._— ._...._, _— A a °11° . . . 11 — O O.._ __ _ .. — — — o 5 CONT. W/ 3 e a 1CORNER BAR ONE 3-1/2 CONIC. SLAB — , '°--, — �.—MUDDED � —.-. -_._°' � • � � � d .4.d.. 1 ' —'" 1 �''> �� o__— — -- — — ' ' - ° e Q.. —(;OVER ° q 1° FOR EA. HORIZONTAL w/ FIBERMESH SLOPE — —1 I _ — — — _——:L.-iL I I L_ I II III III a e a �— I_-1-1 I O III—III = FLOOR CLEAN II _ _ J , a REBAR TYP. U.N.O. REINF. AND 6 MIL I _ — w -� — — _-1 I_I I—I I— I_ > . I—III—� d _ — — d SLOPED COMPACTED �- a ° a (2) #5 BENT BARS W/ ° "' a'. d d ° ° ° — — — - I- p Z I—I I 1=1 I o 1=11 I=1 1 — w -. Q I ._MIN. 25" LAP SPLICE � .� � �' � .�d. d VAPOR BARRIER 3/4 RECESS _� I — D - � _ c O • .. TO DRAIN FILL @ 95 /o I = D -- _ �I�� II I Q �.� _ — ..� r. �d�' �.� �'� �O ° a r� a� I— — • —I I III III I I I L-1 I I _� 1•;• �, ° _ d d _ _ c2) #5 BARS CONT: I i —� 1 I 2 2 ° I I_ ° °° a S' LOPE 1/4 U U e I STANDARD = t—I = I— ---1_I 1=71 1-_ a DENSITY 8 x 12" THICKENED - _ PER FOOT W/ 3 COVER TYP. 1'-4' CLEAN COMPACTED !E �.I 1 I I I I I I ° 1'-4" (2) #5 REBAR SLAB w/ (1) #5 CONT. — i °' FILL @ 95 /o STANDARD O d e DENSITY 04 U (2) #5 CONT _— 1-1 I — 16 MIN. ----- I—III- VERIFY W/ DETAILS FOR REQUIRED d Q d. z `_I— 4 e 4 W/ 3" COVER. .I—I 1 I=11-1 I I1 I I- STEEL AT 2 STORY LOCATIONS PER MFG. a .4 '' p, 8,. WHERE 2ND STORY OCCURS, FTG VERIFY W/ DETAILS FOR REQUIRED SPECS ua SHALL BE V-4" WIDE w/(3) #5 BARS 0 STEEL AT 2 STORY LOCATIONS EXP JOINT � � FO FOOTING SHOWER F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMU SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" V-0" SCALE: 3/4" =1'-0" I- SEE ELEVATION Q V —I' � W A $ � FILLED CELL WOOD POST SEE I I� _ z W p FLOOR PLAN FOR SIZE06 4' AND BASE CONNECTION V I 0 --------, ® z� GARAGE TOP COURSE TO BE 0 ` J TOP VIEW CORNER::�t CHAIR BLOCKS. ENTIRE — — J BASE TO BE FILLED _ 2 O G SOLID 1 1 _ zz • 1 1 ~ 1�. GARAGE WALL CMU BASE w/ (1) #5 ® 1 5 U ofli VERTICAL @EACH I zLU CORNER. SEE FLR,. O Z Z y •�� 3-1/2" CONIC. SLAB w/ DRIVEWAY BY PLAN FOR BASE W Q 1 1 J D O FIBERMESH REINF. OVER BUILDER- SIZE CONCRETE OR 1 1 w ~ 6 MIL VAPOR BARRIER w O 4" � PAVERS SEE FOUNDATION 1 1 w U F— O M FOR PAD SIZE Q W e . d., CONIC. SLAB OR 1 1 Z ° '. — — PAVERS PER PLAN 1 1 W �. U) O _ 0 - — — —11 4 = I = i I - 8" x 8" THICKENED CLEAN COMPACTED < EDGE w/ (1) #5 ° ° 4' e FILL @ 95% STD. Q° ". A .e d ° Z DENSITY CONT. 4., a p a Q .A •° d 1. ..4. ,a z Q F13 THICKENED EDGE F15 FRONT BASE NOT USED � z _ w O �� I R SCALE. 3/4"-1-0 COLUMN DETAIL SCALE: 3/4 1-0 GARAGE D00 z Z � ~ O i J J I-- y W W o W O 8"CMU - O FINISH PER 8" C.M.U. FINISH z 2 i~!) R 3-1/2" CONC. SLAB PER ELEV. PVC OR SCH40 p W m ELEV. TOP (2) #5 x 4-0 TOP (2) #5 x 4-0 PVC OR SCH40 TOP (2) #5 x 4-0 PVC OR SCH40 w/ FIBERMESH SLEEVE W = z FINISH FLOOR CENTERED AT PIPE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE w REINF. OVER 6 MIL FINISH FLOOR PENETRATION PENETRATION O J V W VAPOR BARRIER PENETRATING a (-) i" z PENETRATING ,. R.. d...A.. PIPE d q a s w Q Q_ PIPE d c d d Q _ s GRADE d ; • .. LOOP TIE (TYP.) o — d — • I I --I — W� I a =I I CLEAN _ = ..— --I �-�= I III—I_ I 11 - COMPACTED — r> — _ — STRUCTURAL ENG CFG /BED / TL — -- I I=1 - Z _ a a4 _ FILL — --=_ _ Z I I-- — — °o _ — _ .__ __- -I I I I --I I I I-1 Q DRAFTING. PVC SLEEVE MIN. I =_ �_� FOOTING FOOTING PER -1 _ — — — = I — I - I I I I I I — = I Imo' g�iwiN Z srRucr. BM III—III—III-L - I ___ SEE FDN PLAN I I —I —1 I — I (�—� I I — I 1 11--I I (_ w ------ - - DIAMETER TO BE 2 - PER PLAN PVC SLEEVE PLAN -I �— = FOR SIZE III=� I _ SEE FDN. PIPE SIZES LARGER _— — I I I_ F. I I I I PLAN FOR I- I- S�`sflGl�OF' F) w QC CHECK: EA THAN THE &REIN SIZE & REINF. LU JOB No. TM - 2150404 PENETRATING PIPE (SIDE VIEW) (FRONT VIEW) O�� 2 SCALE. AS INDICATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND _ ~ DATE: 04/27/15 1 1 F14 TYPICAL FOUNDATION PENETRATIONS SCALE: 3/4" =1'-0" SD1 OF WMR & ASSOCIATES INC. An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. is strict) prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, y p p Y W W START BOLTS AFTER GARAGE RADIUS AS REQ'D CMU f" UPL►FT CONNECTOR CURB (8" MAX.) (SEE F - SCHEDULE) DO GARAGE DOOR AF1 KNEEWALL ABOVE 4F01 KNEEWALL AT ENTRY AFO KNEEWALL AT ENTRY 4FO KNEEWALL AT ENTRY LL BUCK DETAIL SCALE: 3/4" =1'-0" MASONRY WALL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'4" SCALE: 3/4" =1' w 1 1 1 1! d N . ® 1..� L w (2) 2x TOP PLATE •i� (2) 2x PT BUCKS PRECAST LINTEL ••' •.•� .e o — w/ 1/2" O.S.B. BETWEEN PROVIDE STANDARD HOOK •. ® •..� Z Z S�LL (1) #5 IN TIE BEAM .�,�, .: � yr � , $�'�" 1'� THREADED ROD PER PLAN MIN. I NOTES: NAIL SCAB TO TOP CHORD 1 ". � W C �, _j �- � � J 6" FROM END OF CMU I TYPICAL TIE BEAM w/ 3000 WITH (4) 0.131" x 3 1/4" NAILS a -� - — — — — — — (n '�� *' CL^• All ` � Q --4 _E'psi CONC. w/ 1) #5 REBAR CONT. 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM — w� ® �` (j;= °- ❑ ( TO 2010 FBC- R ? �' •Rti �i+� �® ADD 2x4 VERTICAL SCAB IN I — — — — — — ® — JO 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND — — — — - — °�� '� •®®®.••G �e LL jr STD HOOK W EACH TRUSS IF NO WEB IS I w REFER TO PLAN FOR INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY PRESENT II (1) #5 BAR IN PRECAST LINTEL ®! F®®e�, ADDITIONAL WALL FRAMING I a ¢ W/ (1) ROW OF 3/16"X4" TAPCONS 6 FROM ENDS AND I) I ®'I/1 �,1�0`! INFORMATION I a4E IF DBL. NAILER IS USED, 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF W USE 1/4" x 4-1/2" TAPCONS; BUCK (3) 0.131 x 3 1/4 NAILS TYPICAL (2) #5 s VERTICAL IN J TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING AT EACH TRUSS w GROUT FILLED CELL BLOCKING AS SPECIFIED I 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT IN BEARING WALL SCHEDULE _ psi CONC. w/(1) #5 REBAR VERT. 2x4'X' BRACE ACROSS LENGTH �I I 1 #5 VERTICAL IN z 0 NAILS OR EQUIVALENT, STRUCTURAL Q \ OF SHEARWALL > O °S — VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY II GROUT FILLED CELL (IF a ❑ 01 : M LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH REQ'D PER PLAN) w Q l' J� d 11 V IL NAILER TO MASONRY (3) 0.131"x 3 1/4" TOE NAILS ENTIRE COLUMN TO 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 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE M ADDED TO EXISTING 2x BUCKED OPENING, USE II I I BE GROUT FILLED -_ 2x4 BLOCKING BETWEEN W o CMU WALL AS REQ'D PER PLAN (3) ROWS OF 1 Od x 3" NAILS STAGGERED @ 12" O.C. TRUSSES TOENAILED TO SEE PLAN i_- 0 z ° d a I ° (4) EQ. SPACED 1/2" TITEN HD I a ANCHORS w/ MIN. 1 3/4" a EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID 1E BLOCK. MAX. 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS SIZE OF OPENING 12 PRE-ENGINEERED WOOD #ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 2 REQUIREMENTS (FASTENING) 2x6x12 P.T. TRUSSES @ 24" O/C '+" SHEATHING 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO DBL TOP PLATE z NOTE: ALL HOOKS AND SPLICES TO BE 0 2x BUCK w/ (2) ROWS OF gd NAILS @ 16" O.C. FASTEN WINDOW FRAMED WALL CONSTRUCTED AND SIZED PER NOTES U) 0 CENTER BUCK ( ) SEE ELEV. TYP UPLIFT CONNECTOR O PER PLAN W W e SEE SCHEDULE ( ) CLIP EACH L CH TRUSS STRUCTURAL SHEATHING i - SHEATHING DOUBLE 2x4 TOP PLATE PER PLAN SEE ROOF PLAN CLIP EACH TRUSS - SEE MIN 2x4 STUDS @ 16" O/C CLIP EACH TRUSS FOR TYPE ROOF PLAN FOR TYPE IF REQ'D, PROVIDE CLOSURE WALL SEE ROOF PLAN FRAME OUT TO FRAME OUT TO FOR TYPE BLOCK EDGE BLOCK EDGE A 3/8" DIA. ANCHOR w/ SINGLE TOP AND BASE PLATE w/ AS REQ'D `. (2) 16d NAILS TO TRUSS. STUDS @ FRAME OUT TO J 2 X 4 P.T. TOP BUCK '� 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE `- F - INSTALLED PER NAILING PATTERN z i (2) 2x TOP PLATE 0 EXTERIOR SHEATHING ATTACHED 0 2x #2 SYP e PER NAILING SCHEDULE FROM ( (2) 2x #2 SYP SS EEPLAN FOR LU z TOP O IF KNEEWALL TO BOTTOM (2) 2x TOP PLATE SEE PLAN FOR BEAM SIZE ' 0 2x6 P.T. BUCK EACH OTHERWISE SP2 CLIPS AT TOP �� BEAM SIZE 2x4 SPF #2 KNEE WALL ❑ SIDE OF OPENING AND SP1 CLIPS AT BASE ARE ITH STUDS 16" O @ O.C. U _ REQUIRED. 2x4 SPF #2 KNEE WALL 2x4 SPF #2 KNEE WALL 2 2x PLATE O W STRUCTURAL C7 PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" 2x BLOCKING WITH STUDS @ 16" O.C. WITH STUDS @ 16" O.C. I 2x PT BOTTOM SHEATHING FROM TOP Z C� o EMBEDMENT AT EACH DOOR BRACKET, EACH CRICKET AS �' W STRUCTURAL (2) 2x #2 SYP w/ STRUCTURAL PLATE OF WALL TO BOTTOM OF U) SIDE OF DOOR, PROVIDE 1-1/2" X 3/16" THICK REQUIRED SHEATHING ON BOTH SEE PLAN FOR SHEATHING ON BOTH -� WALL. ATTACHED PER W WASHER W/ EACH ANCHOR. (1St BOLT TO BE 2x P.T. PLATE SIDES FROM TOP OF BEAM SIZE SIDES FROM TOP OF PRECAST NAILING SCHEDULE m 0 " REST EQUALLY PACED 8 MAX. ABV. CURB, S Q S 1/2 x 8 A.B. OR TITEN HD @ --- WALL TO BOTTOM OF ( WALL TO BOTTOM OF BEAM. ATTACHED PER LINTEL OR OTHERWISE SP2 CLIPS Q ❑ APPROXIMATELY 24 O.C.) 32" O.C. & 6" FROM EACH END -== BEAM. ATTACHED PER BUILDER FRAME NAILING SCHEDULE RADIUS AS REQ D NAILING SCHEDULE KNOCK OUT AT TOP AND SP1 CLIPS COURSE AT BASE ARE REQUIRED I O TOP KNOCK OUT COURSE w/ (1) #5 CONT. \_MAIN OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS ( I MASONRY OR TITEN HD @1/2"x8" ANCHOR BOLTO.C. o @ I =\ SPAN ROOF TRUSS AT BASE ARE REQUIRED BUILDER FRAME ' WALL & 6" FROM EACH END o - - -- - W W START BOLTS AFTER GARAGE RADIUS AS REQ'D CMU f" UPL►FT CONNECTOR CURB (8" MAX.) (SEE F - SCHEDULE) DO GARAGE DOOR AF1 KNEEWALL ABOVE 4F01 KNEEWALL AT ENTRY AFO KNEEWALL AT ENTRY 4FO KNEEWALL AT ENTRY LL BUCK DETAIL SCALE: 3/4" =1'-0" MASONRY WALL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'4" SCALE: 3/4" =1' w 1 1 1 1! d N . ® 1..� L w (2) 2x TOP PLATE •i� (2) 2x PT BUCKS PRECAST LINTEL ••' •.•� .e o — w/ 1/2" O.S.B. BETWEEN PROVIDE STANDARD HOOK •. ® •..� Z Z S�LL (1) #5 IN TIE BEAM .�,�, .: � yr � , $�'�" 1'� THREADED ROD PER PLAN MIN. I NOTES: NAIL SCAB TO TOP CHORD 1 ". � W C �, _j �- � � J 6" FROM END OF CMU I TYPICAL TIE BEAM w/ 3000 WITH (4) 0.131" x 3 1/4" NAILS a -� - — — — — — — (n '�� *' CL^• All ` � Q --4 _E'psi CONC. w/ 1) #5 REBAR CONT. 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM — w� ® �` (j;= °- ❑ ( TO 2010 FBC- R ? �' •Rti �i+� �® ADD 2x4 VERTICAL SCAB IN I — — — — — — ® — JO 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND — — — — - — °�� '� •®®®.••G �e LL jr STD HOOK W EACH TRUSS IF NO WEB IS I w REFER TO PLAN FOR INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY PRESENT II (1) #5 BAR IN PRECAST LINTEL ®! F®®e�, ADDITIONAL WALL FRAMING I a ¢ W/ (1) ROW OF 3/16"X4" TAPCONS 6 FROM ENDS AND I) I ®'I/1 �,1�0`! INFORMATION I a4E IF DBL. NAILER IS USED, 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF W USE 1/4" x 4-1/2" TAPCONS; BUCK (3) 0.131 x 3 1/4 NAILS TYPICAL (2) #5 s VERTICAL IN J TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING AT EACH TRUSS w GROUT FILLED CELL BLOCKING AS SPECIFIED I 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT IN BEARING WALL SCHEDULE _ psi CONC. w/(1) #5 REBAR VERT. 2x4'X' BRACE ACROSS LENGTH �I I 1 #5 VERTICAL IN z 0 NAILS OR EQUIVALENT, STRUCTURAL Q \ OF SHEARWALL > O °S — VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY II GROUT FILLED CELL (IF a ❑ 01 : M LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH REQ'D PER PLAN) w Q l' J� d 11 V IL NAILER TO MASONRY (3) 0.131"x 3 1/4" TOE NAILS ENTIRE COLUMN TO 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 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE M ADDED TO EXISTING 2x BUCKED OPENING, USE II I I BE GROUT FILLED -_ 2x4 BLOCKING BETWEEN W o CMU WALL AS REQ'D PER PLAN (3) ROWS OF 1 Od x 3" NAILS STAGGERED @ 12" O.C. TRUSSES TOENAILED TO SEE PLAN i_- 0 z ° d a I ° (4) EQ. SPACED 1/2" TITEN HD I a ANCHORS w/ MIN. 1 3/4" a EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID 1E BLOCK. MAX. 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 2 @ EACH SUCCESSIVE BUCK DOUBLE TOP PLATE WITH Q 614 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR 0.131 x3 1/4 NAILS @ 4 O.C. E THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN ARE MET TRUSS (AS NOTED) Ir 0 O REQUIREMENTS (FASTENING) (n '+" U 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO DBL TOP PLATE z NOTE: ALL HOOKS AND SPLICES TO BE 0 2x BUCK w/ (2) ROWS OF gd NAILS @ 16" O.C. FASTEN WINDOW FRAMED WALL CONSTRUCTED AND SIZED PER NOTES U) 0 TO 2x PER WINDOW MANUFACTURER'S SPECS O W D01 VERTICAL REINFORCING W Q m AD03 BEARING/SHEAR WALL To CMU (MDO 2x BUCK DETAIL W01 CONNECTION OF PERP. SCALE: 3/4"=1'-0" PT BASE PLATE D ETAI L WALL CONNECTION DETAIL SCALE:3/4"=1' SCALE: 1/2" SHEARWALL TO TRUSS SCALE; 3/4"=1'-0" ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER Q = z PRECAST LINTEL, TYP. PLAN FOR NAILING SPECS ROOF DECK - SEE A to ROOF SHINGLES: ROOF TILES: (n ��$•f RECESS WHEN REQ'D NOTE: CUT BACK 2X8 P.T. @ SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES VALLEY FRAMINGB 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES U_ W TOP TO ALLOW CONT. 2X4 FRAMING DETAILS FOR DTL CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS Z BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6" O.C. MASONRY WALL 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE I) O W °� `i SEE PLAN MIN. 2 TAPCON ANCHORS PER 2X8 (2) LAYERS OF 3/4" CDX PLYWOOD '�� 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING Q Q z GLUED AND NAILED AT 6" O.C. r r✓ ri U Z ,,r 26 GA. GALV, FLASHING: O (3) 16d COMMON r' rr - J STAGGERED (TYP. ARCHED RAFTER) , r'/rr p A e c 2. G-90 GALV. COATING w J --� NAILS (TYP.) r .. ',r � r A . MEETS ASTM A527 _ �, LINTEL PRE -ENG. COMMON TRUSSES MAY BE Lir �o�r iii r r' O 3. REGULAR POLYESTER F-- U) Za SEE PLAN HEADER PER NOTE: r / r rr r "r r 4 _ Z r rr rrr , . 1.0/0.5 MIL w/ PRIMER ( ) �— LOCATION � USED ILO. CURVED TRUSS. r r err 5. MIN. THICKNESS 0.0187 IN. ~ � � � 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE ,' ,r r' r 6. CHROMATE TREATMENT W TOE NAIILS EA. - PLAN r rr r �r' U W F¢-- • END EA. SIDE ) SEE FRONT ELEVATION r r �r,' , HURRICANE ANCHOR AT EACH .1 � Z FOR WINDOW TYPE 4 r,' z 2X BLK'G. TO 2x w/ (2) 16d r , Q 0 2X4 SPF CONT. O.S.B. w/ (2) - TOE NAILS �� / TRUSS (REFER TO ROOF PLAN) W , BLOCKING ATTACH TO EACH ENDr NOTE: ROOF SHEATHING MUST A O 8d EACH ENID 7A. SI O.S.B.SB- � n 7/16" OSB W/ (2) 8d NAILS EA. SIDE NOTE: USE SIMPSON H3 r O 2X STUDS @ 16" O.C. FOR KNEE WALL 2x4 SPF CONT. r , BE APPLIED AND. FASTENED TO � , ; U BLOCKING ATTACH H4 OR H5 AT EACH END r' r' BASE TRUSS PER PLANS BEFORE I �I I ELEVATIO U 7/16" OSB EA. SIDE, W/ TO 7/16" OSB w/ (2) 2X BLK'G TO ; r , ,,' PRE ENGINEERED ROOF D LSTA18 @ 32" O.C. STUD TO PRE -ENG / - ° N VARIES Q W 6d NAILS 16" O.C. TO 8d NAILS 2 O.S.B. w/ 2) - OF TRUSS/RAFTER �,, DORMER FRAMING IS INSTALLED. O TOP OF MASONRY Z W SIDE & TOP NAILER END VIEW 8d EACH�ND (TYPICAL) o, r i r TRUSS BELOW TRUSS, SLIT ROOF SHEATHING FOR �.. ALUM. DRIP EDGE ❑ U) 2 J PRE -ENG. WD w 7/16" OSB EACH SIDE, r � ri ' r w/ 6d NAILS ((cq�� 16' O.C. °' , ;r ,'� / 2X4 WD STUD CRIPPLE STRAP � 2X BUCKS, SEE TO SIDE & T(TP NAILER i r ,,�r rr; c CONT. ROOF SHEATHING NAIL PER TRUSS, 24 O.C.2x CONT. SUBFASCIA O MD04FOR MORE INFO. r /,, f r, AT 16 O.C. O PLAN 2x BUCKS, END VIEW 2x4 PLATES OVER ROOF , 77 R-30 INSULATION DECK -SEE DETAIL BELOW r' ? FOR FASTENING SPECS ' DOUBLE TOP PLATE 0 PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2° DRYWALL VENTED ALUM. SOFFIT z EACH END TO TOP CHORDS OF p TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER o DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE J TIE -BEAM w/ (1) #5 O BELOW AND CONNECT w/ HTS20 @ 32" ❑ CONT. GROUT Z Q ARCH WINDOW FRAMING DET. rDF01�DORMER FRAMING & BOTTOM ��NF01SOLID z SCALE: 1/2" =1'-0" SCALE: 3/4" =1'-0" _ (� 11 WOOD FRAME &CMU PLATE CONN. DETAIL PRECAST CONC. OR POWERS REFER TO ELEV. W I.— WOOD SILL TYP. @ ALL FOR OVERHANG WINDOWS >Q N IF A/C IS SUSPENDED FROM TOP WINDOW PER Z W Q FLOOR PLAN toJ J PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING Z W CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED W (1) SPH4 EVERY OTHER STUD ATTACHMENTS SUPPLIED BY A/C 12 � � GALVANIZED FLASHING PER MANUFACTURERS 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, SPEC.'S COMPANY SEE O PLAN STANDARD TRUSS 1 BARRIER W/ R4.1 INSUL 1/2" MIN. THK. ON ❑ O 0 BETWEEN 3/4 P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES W (,/) TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" X X FURRING @ 24 O.C.z OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD 0 W m �II VERT REINF. BEYOND W O = Z TRUSS WEBS NOT OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING ,�- SHOWN FOR CLARITY - 8x8x16 CONC BLOCK ❑ U J V 2X4 VERTICAL @24" O.C. SEE FOUNDATION — < O CONC. SLAB Z MAX. PROVIDE (4) 10d NAILS — — — — — — — — 2x4 #2 SYP CROSS W I— — —I PLAN FOR MORE W � Q Q TO BOTTOM CH & (3) 10d + + 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ INFO I. j 0 h H NAILS TO TOP CHORD + TOP AND BOTTOM MIN (3) 12d NAILS TO RAT MAIN FLOOR SI U (2) BAYS PAST A/C I RUNS. TYP EACH SIDE — ..� ELEV 0-0 ❑ � A/C UNIT AND PAN � � ,�. LOCATION. I— MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" --- (4) 16d COMMONS NAILED @ EACH END LAP W/ (2) 16d NAILS 10MAX 48" MAX 48" CONDENSATE U) STRUCTURAL ENG: GFG /BED / TL TO EACH TRUSS. TYP DISPOSAL BY A/C � -iTl Q DRAFTING: -- - - GALV. FLASHING **+ EACH SIDE SUPPLIER III -I (I- CONNECTION TO BE I I i II ��\LU�NO W STRUCT: BM 2X4 BLOCKING W/ (2) 16d + * 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i— _— _— _— _— _— _— — — — SUPPLIED BY A/C 9 QC CHECK U)EA — — — — I I- SANFORD --- - --- + TO VERTICAL 2X4's STANDARD TRUSS COMPANY w JOB No. TM -2150404 COMMONS END NAILED TO BOTTOM CHORD,a -- ----- -- . VERTICAL 2X4's SEE SHEET SD1Z SCALE: AS INDICATED FOR FTG DETAILS -- -- + + (2) 2x4 #2 SYP BLOCKING W/ DATE: 04/27/15 + + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH � � ,� CM01 CHIMNEY PRE-ENGINEERED TRUSS (TI301 A/C 1N TRUSS END ,SO TYPICAL WALL SECTION SCALE: 3/4" =1'-0.. SCALE: 3/4" =1'-0" _ .. SD2 FRAMING DETAIL CMU WALL SINGLE STORY SCALE: 3/4"=1'-0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. SIMPSON HGA-10 2x4 BLOCKING 2 12d NAILS, ROOF SHEATHING @ 48" O.C. SIMPSON HGA-10 TOENAILED @ EACH END.AT 24" O.C. PER PLAN W @ 48" O.C. OSB NOT REQUIRED TO OSB BE CONT. @ THE <SB NOT REQUIRED TRANSITION FROM TOP0 TO BE CONT. @ THE 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN TRANSITION FROM PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS SHEATHING SPAN TO BE 2'-0'" MAX.) END BRACE TO LEDGER BEAM TO GABLE 2x4 OUTLOOKERS @ EACH END DTC CLIP, (2) 8d NAILS - - ----- - -- TRUSS @ 24"o.c. MAX. NAIL W/(2)16d NAILS EA. END INTO BLOCKING, (4) 8d (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS 444 NAILS INTO TOP Q DBL. 2x4 TOP PLT. SHEATHING PER 2"-0" MAX. BO (END NAIL PLTS. TO STUD) TRUSS TRUSS @EACH WEB PLATE H PLAN ATTACH PER SIMPSON H-10(TYP.) :_ z BEAM PER PLAN z Uj NAILING SCHEDULE DTC CLIP, (2) 8d NAILS INTO S DOUBLE TOP PLATE — ' FASTEN SIDE WALL BLOCKING, (2) 1/4"x 2 3/4 °- W Z SHEATHING PER MASONRY WALL w EXTERIOR SHEATHING. PLAN. to OR LINTEL SEE TAPCONS IN CMU. OR SIMPSON H -10A END NAIL OUTLOOKER w ATTACH PER PLAN FROM " O DIAGONALTO qq :° SIMPSON META16 w W/(2)16d NILS TO TRUSS n 2X FACIA, END NAIL PLAN TOP OF WALL TO BOTTOM p � BEAM SIMPSON H10A DBL. 2X8 W/(2)16d NAILS@EA. DIAGONAL TO TOP PLT. OUTLOOKER 2x8 #2 SPF STUDS AT 16" O.C. MASONRY WALL -----'2x8 #2 SYP PT. BASE PLATE W/ Z U TOP PLT. HOLD WALL DOWN 3-1/2" STD CONDITION @ CMU OR LINTEL SEE 1/2"x8" ANCHOR BOLT OR TITEN 2X8's@16" O.C. FOR OUTLOOKERS PLAN + HD @ 32" O.C. & 6" FROM EACH 0 Ljj PRE -ENG. `ROOF TRUSS END (TYP.) SHEATHING PER PLAN m BEAM CONNECTION FRAME WALL CONNECTION 1 MAX. ATTACH PER NAILING SCHEDULE VVAULTED CONDITION CMU o TEXTURED CEMTITUOUS J FINISH, 7/8" MIN. THK. SIMPSON DTC, 2 8dNAILS LL INTO BLOCKING, (4) 8d NAILS o TO TOP PLATE o 1/2" x 8" J -BOLT @ 32" O.C. AND c14 > 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO = W 4/2" GYP. BOARD71 WASHER BLOCKING, (2) 1/4"'x 2 3/4" CEILING NAILER TAPCONS IN CMU. OR 0 SIMPSON A23 @ EACH AS REQ'D. TRUSS TRUSS SIMPSON META16 cD BRACE TO PLATE CMU WALL BELOW till 11110///�� LU 9- _ 2x4 SYP #2 BLOCKING 24" O.C. 3 1/4' OLD = co MSTAM 24 TYP. EACH SIDE OF EACH 1/2 GYP. BOARD i... , @ 1� • �,.••• Ai'i = N PT 2X8 PLT., ~ FURRING :.�;': STUD. REFER TO WALL SPLICE w/(2) 12d END NAILS @EACH END. TRUSS PER PLAN o .® "•./f/ �® I� �t CANT. FOR CLG. 1/2" J -BOLTS w/ ON PT. U DETAIL FOR FLASHING w` w o �� _ . h` ® Il. �►• '�. cry z z NAILING v WASHERS (MIN. A35 DIAGONAL TO REQUIREMENTS (MSTAM 12 s MAY N.� ►4 •+ �, < < WALL SHEATHING PER PLAN • SURFACE o m 6" EMBED) MIN. 6 TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS '� • ; N LAY 2X4 BLOCKING OVER THE �. : ,�.\ ®®..J _ �t J = FROM EACH END LIMITED) LINTEL PER PLAN a TOP OF THE BOTTOM CHORD. �""~ �. Q q PROVIDE 16d 2x WALL SEE PLAN ;. • t"... c AND 32 O.C. MAX. I ° ATTACH w/ (2) 10d NAILS @ EACH TRUSS s ® '' .0" �: Q NAILS GABLE END . r TRUSS TO ��j ••° •�•'�� ® J 0 2X TOP PLATE TO GABLE �� — PLT.@12"O.C. END W/ 16d NAILS 6 STD CONDITION FRAME WALL BEARING CONDITION CMU WALL°`` MAX. @ NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HLB-91 & TRUSS @ /1/11111 \ HGA10KT @ 32' O.C. FRAMING FOR FALSE � 111 , _ MANUFACTURER'S CEILING GYP. BOARD IS NOT A DIAPHRAGM ? ; " CMU WALL OR BEAM, IF REQ'D W LINTEL BELOW " 2x4 STUDS @ 24 O.C. w/ TIE BEAM COURSE SINGLE BASE &TOP PLATE VERIFY IF I(GE 04 GAB LE END VAULTED GABLE BRACING (+) c C FOV NON-BEARING WALL CLIP DETAIL CONTRACTOR TO FIELD VERIFY WHICH NO BRACE REQUIRED g (1) 2X4 BRACE Q *;ry (2) 2X4 BRACE (SEE SECTION A -A) w/ (1) #5 CONT. w/ PLYWOOD SHEATHING FALSE BEAM COVERING , IS REQ'D , �� - �� CEILING SCALE. 3/4 -1-0 STRONGBACK W/ (2) 2X4 BRACE CONDITION IS REQUIRED. CONTACT EOR �� _ � �� FOR ADDITIONAL INFO AS REQ'D SCALE: 3/4 -1-0 REQUIRED SEEI O ❑ • � 0 .J Uj VAULTED HEADER EACH SIDE w/ I z 10d COMMON NAILS CMU WALL CONNECTION CLEAR SPAN CONNECTION DOUBLE 2x SYP #2 w/ 1/2" 16� @ 6" O.C. 0 o FLITCH PLATE HEADER (U.N.O.),H 0 W "' Of ATTACH JAMB STUDS 2X4 ATTACHED TO EA. GABLE SEE HEADER SCHEDULE FOR 0 0 W Q z PER WF08/SD4 CONNECTION INFORMATION zW m 2X4 BRACE WITH 2 10d NAILS GABLE VERTICAL CL r, 0 Z DOUBLE 2x CRIPPLE I W REQUIRED FASTENED TO p _ �+ ..1 STUD TYPICALHEADER I w/ (2) ROWS OF 12d u) (1) A23 FROM STRONGBACK A TO DIAGONAL 2x6 COLLAR TIE HALF WAY UP LL O W (U.N.O.) ' v� @ 16" O.C. UNLESS NOTED I w ic�c�c NOTE: REFER. TO DETAIL GE02 THIS PAGE FOR GABLE 2X4 BLOCKS, (2)16d NAILS @ EA. HEIGHT OF VALLEY. FASTEN w/ (5) 10dCOMMON NAILS @EACH END z ° OCA I— I— z _ *�k�k BRACING END.BLocKADJACENTBAYs@ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING • • TO (TYP.) O 0 � z 2x STUDS TYP. U BLOCKS W/ 8d NAILS @ 6" O.C. ATTACH 2X6 RAFTER TO 2x8 w a. MID (4) BAYS ((1) BAY AFTER RIDGE BOARD WITH A35 ON O _ _ L,. ❑ �_. w A -A GABLE VERTICAL BRACING E01 GABLE E ND FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D) ONE SIDE OF RAFTER. I 2X8 RIDGE � OR 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING: CONDITION IS REQUIRED. CONTACT EOR 2X6 ATTACH A35 ON ADJACENT I BOARD I I @ BRG WALL LOCATIONS W/ UPLIFT w -STRUCT: BM - - - --- SCALE: 3/4" =1'-0" CONNECTION DETAIL FOR ADDITIONAL INFO AS REQ'D O p0O 10d COMMON NAILS 8" O.C. RAFTER TO OPPOSITE SIDE -- @ (AS SHOWN) o: 5 16d NAILS REFER TO PLANS FOR EXACT 1 -4 MAX f- FASTEN SYP OR SPF 2X6 (MIN. WIDTH) G,9! v� z BRACE TO SIZE OF O.H. PLATE THRU O.S.B SHEATHING �c�`y Q ._I BLOCKING CONT. 2X4 (THICKNESS PER PLAN) TO PRE-ENGINEERED TRUSS BELOW WITH w � rA � * LU g � G � O 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 ��' z r` 2X4'S @ 24"O PLATE TO TOP CHORD OF EACH TRUSS JQ' O ~ W otSj < 1 2x4 DIAGONAL BRACE 48" @ BELOW < U D z gg O.C. TO 3RD BAY REQ'D w/ 1� 2x6 s @ 24 O.C. MAX. O REFER T PLANS O FOR EXACT SIZE OF O.H. STRONGBACK, SEE CHART ~ / FASTEN CONVENTIONAL 2x VALLEY RAFTER w z • 2x4 BLOCKS, (2) 16d NAILS @ EA. (5) 16d NAILS \ GABLE BRACING + FRAMING (OR PRE-ENGINEERED VALLEY _ END. BLOCK ADJACENT BAYS EA. 1 -4 MAX.. BRACE TO O TRUSSES TO 2x PLATE WITH SIMPSON MTS12 F= U c @ � � SEE CHART ) ?� DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING OR LSTA12 CONNECTORS ((5) 8d NAILS) AT LUQ • W SHEATHING TO BLOCKS w/8d NAILS EACH RAFTER TO PLATE CONNECTION UW I-- ,-� 6 z z n @ O.C. J Z < o� CONT. 2X4 PROVIDE 2x4 BRACE TO D i- �— W � EA. ADJ. DIAGONAL FASTEN O TO DIAGONAL w/(2) 16d STRONGBACK IF f— U (— NAILS. REQUIRED SEE Q W SIMPSON H10A CHART z W DIAGONALTO N CF01 FIELD FRAMED - _ GABLE BRACING@ 48" O.C. NOT x ❑ (n �'�"' 5 16d NAILS BLOCKING „ REQUIRED 5'FROM EAVES. A A SCALE: 3/4" = 1'-0" w O 2X4'S @ 24 O.C. Q 6 � To VALLEY DETAIL BRACE BLOCKING 45'; GABLE END SHEATHIN2 GABLE END SHEATHING NOTE: CONTRACTOR TO NAIL 1st KING z FASTEN PER PLAN. STUD INTO HEADER PER HEADER SCHEDULE TFiEN`ATTACHED < PROVIDE 2x4 BRACE TOO EA. ADJ. DIAGONAL FASTEN 2x CRIPPLES @ 16 o.c. w/ SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR ADDITIONAL KINGS AS REQUIRED p 2 REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE Z Q TO DIAGONAL w/O 16d PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT — NAILS. i� Z NAILING FLUSH AGAINST TOP PLATE 2 -ROWS 12d NAILS STAGGERED w 0 11 It @ 12" O.C. EACH FACE OR *WHEN STUD LENGTH ISH GABLE BRACING @ 48" PRE ENG. TRUSS 3 -ROWS 12d NAILS STAGGERED LESS THAN 12" USE ❑ Q O.C. MAX. 450 FROM HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' GABLE BRACING CHART H GABLE BRACING (+) UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :r= 7'-0" (1) 2X4 BRACE 7'-0" < H :r= 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H X14'-0" STRONGBACK W/ (1) 2X4 BRACE 141-011< H _18 -8 STRONGBACK W/ (2) 2X4 BRACE p — QC CHECK. EA NOTE: FNjti PT BOTTOM PLATE W ---, - GJOB No. TM - 2150404 ALL GABLE BRACING IS TO BE SYP#2 OR BETTER SCALE: AS INDICATED SANT--ORD DATE: 04/27/15 D @ FLAT CEILING (GE02 GABLE BRACING F09 WALL HEADER DETAIL N HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0" - I N .. D COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. LSTA30 STRAPS AT EACH � @ 12 O.C. FOR 2x10 OR z< GREATER HEADER z � 0 2X4 BRACE IF STUD WRAPPED OVER cn 0 J REQUIRED SEEI TOP PLATE &NAILED TO .J Uj CHART. HEADER EACH SIDE w/ I — W 10d COMMON NAILS (11) 10d NAILS I DOUBLE 2x SYP #2 w/ 1/2" 16� @ 6" O.C. FLITCH PLATE HEADER (U.N.O.),H 0 W ATTACH JAMB STUDS SEE HEADER SCHEDULE FOR 0 0 PER WF08/SD4 CONNECTION INFORMATION zW m GABLE VERTICAL FILLING AND BLOCKING AS 0 Z DOUBLE 2x CRIPPLE I W REQUIRED FASTENED TO p _J V U �+ STUD TYPICALHEADER I w/ (2) ROWS OF 12d u) '- Z O 2ND 2X4 BRACE IF (U.N.O.) @ 16" O.C. UNLESS NOTED I w � Q Q = REQUIRED, SEE OTHERWISE OCA I— I— X 1G _ CHART I = 2x STUDS TYP. U 0. 1/2 THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING I HEADER (CENTERED Win TOP PLATE STRUCTURAL ENG: CFG / BED / TL OR 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING: EMBEDMENT INTO FOUNDATION ONLY F- I @ BRG WALL LOCATIONS W/ UPLIFT w -STRUCT: BM - - - --- O p0O o -- p — QC CHECK. EA NOTE: FNjti PT BOTTOM PLATE W ---, - GJOB No. TM - 2150404 ALL GABLE BRACING IS TO BE SYP#2 OR BETTER SCALE: AS INDICATED SANT--ORD DATE: 04/27/15 D @ FLAT CEILING (GE02 GABLE BRACING F09 WALL HEADER DETAIL N HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0" - I N .. D COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. I 2x DBL TOP W 3/8" 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4 MIN. 15/ "SHEATHING U O O NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3 O.C. SHEATHING PER 2 PLATE BEYOND s2 W z X 4Y2' SIMPSON SDS SCREWS @ 16"' O.C. MAX. — —PLAN ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/z' o WO LILI ¢ Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. CONNECTION PER PLAN SIMPSON SDS SCREWS @ 16" O.C. MAX.— _ _ _ _ _ _ _ _ _ a. z U3 NAIL OPENING PERIMETER w/ (2) PCWS @ 3" O.C. W/ 8d COMMON NAILS °I A' NAIL Q IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 TF— _T) 1T IF 71 LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. I I 6 I I I I I ( I I I I 4O NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS SPACING D 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2 A 1/2" EXTERIOR WALL I I I I- - -I I- - -I I- - I ( - -I I O OR TRUSS III - - @ 3„ O.C. 2X12 BOX HDR w/2x8's TOP &BOT., WALL - FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 Q III III I I I I I I II ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d TO 2X12 AT WALL TO BE FASTENED TO SHEATHING COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM A 1/2" 1=- I I I III I I I I I I I SPLICE SEE PRECAST LINTEL w/ (2)ROWS STAGGERED Z 12 2x4 SYP #2 OR PRE-ENGINEERED i- � ROOF TRUSSES @ 24" O.C. MAX. I I ( OPENING III I I I I I II SPLICE DETAIL. W W O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. W SEE PLAN DESIGNED FOR SHINGLE ONLY III III II 4 II II MAX 1/8" SPACE _ MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL AN L SEE I w Z III 3 III I II II 11 BETWEEN J v, W O ROOF SHEATHING ATTACHED PER PANELS NOTE: III TYP. III II II II II Z) O EXTERIOR SHEATHING w — NAILING SCHEDULE W O i i p H LII AROUND III II LI II 2x STUDS BEYOND, 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT i i O 0 - OPENING SEE PLAN FOR w W RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT STUD TRANSOM i SLOPE AS REQ'D U III III II II II II ¢ SI PSONCLIP O III - - - LII I I II I I LI MORE INFO �- O f- 0 AS NOTED ON PLANS. SHEATHING SPLICE, WINDOWS SEE ' O 4 10d NAILS FOR CONV. W z (n ' ' Z V 71 -TI W = 2 BETWEEN EXTERIOR PLAN FRAMED MEMBERS ONLY = H O E5 U) II I I I I II I I I I II i� II II cn m F- SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING & BLOCKING i 2X6 P.T. SYP. #2 CONT. w/ (2) • I I I I I I I I I I I I I I I I I I I o= 0O p STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS GYPSUM i C) 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS I m REQUIRED BETWEEN STUDS. WALLBOARD 1/4 X 4 TAPCONS @ 16 O.C. m PRE-ENGINEERED ROOF I_I L W— T LI_ ILL = s = I- �I O u_ JOINT, MAX. SPACED EVENLY VERTICALLY ¢ TRUSSES 24 O.C. MAX. cn O N 0 LINTEL SEE p 2x4 SYP #2 LEDGER. 'ATTACH TO STUDS OR BEAM W/ — — — — — — — — — — T — 0 — � 1/8" GAP - FLOOR SYSTEM PLAN • (2)1/4"X4'/i'SIMPSON SDS SCREWS @ 16" O.C. MAX. --------------_- �` NAILING PER O 4'-0" MAX SCHEDULE PKT SGD —► � ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/" 2x BOTTOM PLATE 2X8 P.T. SYP. #2 TOP & CUT TO FIT 2X4 BLOCKING ATTACH PER MANUF. SPECS O SIMPSON SDS SCREWS @ 16" O.G. MAX. 1 BEYOND SEE PLAN BOTTOM w/ 10d NAILS @ -----_ IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE N PLACED FLATWISE � LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM 3 O.C. TO 2x6 VERTICALS W (2) 16d NAILS � LU EACH END (SDO1 SHED ROOF DETAILAF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL rPS01,6iHEADER SECTION POCKET o SCALE: 3/4" _ ,'-0" SCALE: 3/4" _ V-0" S G D V II L IRAN SO M SCALE: y Q 1111111///�� Ui NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + �'� " � � +4; � �e Z Z 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THETHICKNESS OF THE LAST LAMINATION + + w ® LL. �+ � ,. NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) ..` . _U PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" EDGE DISTANCE = +.5. \\�+ PER DETAIL SEE TRUSS PLAN 2x4 #2 SYP BLOCKING PIPE OR DUCT W/ PENETRATION PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's :- ,�,qT OF MORE THAN 50% OF TOP LEAST 8'-0" LONG. TYP. E� v ® p FOR MORE INFO NAILS @ EA. END .•� �'� F®+• ", `� o @ 24' O.C. w/ (3) 12d ' + TO BLOCK OUT TOP PLATE . ..a + , � PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d @ 3" O.C. ATTACH W/ 2 10d NAILS O.C. i PSPN516Z W/ (12) 16d NAILS TYP. (SOLID BLOCK w/ 2x6 2 EDGE 3' EDGE 5" EDGE ALONG w/ ,♦♦ O TOP &BOT. 0 10d x 3„ CONNECTORS ♦ ` tJi 2x4 STUDS PER DOUBLE 2X4 TOP PLATE W + +++ ++ + DOUBLE 10d @ 3" O.C. FRAMING PLAN 10d xM0 m 411 TOP SPLICE 2x8 #2 SPF VERTICAL @ W COMMON C7 w z 4„ .A. 24" O.C. w/ EXTERIOR � sr8„ z 3" Z Z v in =' ¢ 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d 4 w u' w ¢ a (4) 12d NAILS INTO TRUSS& (3) 12d NAILS @ EACH BRACING O 48„ in I to 5„ 4,1/2" W p i; TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS Q 4a M�4! 10d x 3' 1 @ EACH VERTICAL Z /k� c*' 2x4 BEYOND AGAINST COMMON wa ¢ ! c� 2x8 STUDS 0♦ � M CUA 10d x 3" O 0 N O TRANSOM BETWEEN LINTELS W TOP SPLICE COMMON z z W z SEE PLAN FOR H Z T TO TOP OPP. SIDE v v Q SLOPE AS REQ D ATTACH 2X STUDS ATTACH 2X STUDS TO TOP -- z a¢. a 10d x 3 LINTEL INFO Q C o O PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON DOUBLE 2X8 V I I U) I I � I I z � OPP. SIDE w 2 EA. SIDE) TYP. AT ALL EA. SIDE) TYP. AT ALL ¢ "v = 2x6 #2 SYP P.T.PTCONT / O U TOP PLATE 1/4" x 3 1/2" TAPCONS @ 12" ti EXTERIOR CONDITIONS EXTERIOR CONDITIONS o 10d x 3 O.C.it 01 OVERTICALLY EVENLY 2x8 STUDS PER � COMMON � FRAMING PLAN • Z BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD 2x6 OVER STUD TOP PLATE TRANSITION DETAIL ATTACHMENT BY �_ BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d '' (2) 2X4's (2) 2X6's (2) 2X8's „ 0 (2) 2X COLUMN INSIDE PLY NAILS NAILED AT 8 O/C NAILS @ 4" O.C. TO 2x4 MEMBERS STAGGERED. OUTSIDE NAILS NAILED AT 8 O/C. OUTSIDE 2X�S AFO TYP. BRG WALL TOP PLATE SPLICE (WFO 2X BUILT-UP STUD s or 4 2x COLUMNLu SCALE: 3/4 V -0c) c) (P"SO2 SECTION AT POCKET COLUMN DETAIL SCALE: 3/4"=,'-o° ~ SLIDER SCALE: 3/4" = 1'-0° I— E ROOF SHEATHING 2 2x TOP PLATE x x ¢ -J V STRUCTURAL SHEATHING ( ) NAIL PER PLAN x x V1 ATTACHED PER NAILING PLAN � < W �8 SCHEDULE DOUBLE TOP PLATE O (2) 2x BUILT-UP COL. Z �1 ~ SIMPSON SP4 OR 2X4 #2 SPF O 06 9h 2 2x BLOCKING w/ (2) 12d 2x4 #2 SYP CONT. w/ (2) 16d SP2 @EACH STUD Z NAILS @ EACH END BLOCKING @ ¢ W C� <� COMMON NAILS EACH STUD OR Z W SIMPSON LSTA30 w/ 16d END NAILS OJ ~ TRUSS MEMBER, TYP. (MAX.24 J O.C.). IF MASONRY, USE (2) 1/4" PRE-ENGINEERED W (22) 10d NAILS (ALL CORNER EACH END W J a ROOF TRUSS - SEE CONDITIONS STRAP H v TAPCONS w/ MIN. 2 EXTERIOR SHEATHING FRAMING PLAN FOR AROUND TALLER STUD) Q EMBEDMENT @ 24" O.C. NAIL PER PLAN Z • 2 U SPACING PRE-ENGINEERED ROOF TRUSS - N F O K TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLA OR 'CONNECTION MORE BRG. WALL INFO x x W W - ¢ ~ X x Z J Z Z WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN 11 O SEE PLAN (2) 2x TOP PLATE a 2X8 #2 SPF VERTICAL @ 24" O.C. D �_ FOR STUD SIZE &SPACING. X W 2 DOUBLE 2'.x BLOCKING w/ MIN W/ EXTERIOR SHEATHING O H� IMIN (2) 2x UNDER GIRDER SEE WF06/SD3 TRUSS U.N.O. (4) 12d NAILS @EACH END r ATTACHED PER NAILING U L— v C ER AT LOW. ROOF NFORFOR ORE �Q .� SCHEDULE END (4) 12d NAILS Q W (LD02 LEDGER SIMPSON LSTA24 @ TOP & BOTTOM z SCALE: 3/4" =1'-0" EACH STUD o � 2X BRG WALL, SEE PLAN A a 2x8 w/ (2) 10d NAILS W FOR STUD SIZE &SPACING. LINTEL SEE @ EACH VERTICAL O MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP PLAN PKT SGD 2 TRUSS U.N.O. SEE PLAN FOR w/ (2) ROWS OF 10d NAILS • ATTACHEDMENT Z PT POST (AS NOTED) CONNECTION STAGGERED @ 8" O.C. CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q O INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS SECTION AT DOUBLE BEARING4F14 WALL STEP BEARING PS03 SECTION AT POCKET Z Q NOT REQUIRED. F SEC O „ — EXTERIOR BEAM AS NOTED SCALE: 3/4" = 1'-0" F RAM E WALL SCALE: 3/4" _ V-0" SLIDER SCALE: 3/4"-1-0 W 11 HTS20 CLIP FROM POST TO BEAM LAP BEAM PLYS AND NAIL AS SHOWN Q Z � (5) 0.131 x 3 1/4" NAILS PER PLY � J J HTS20 CLIP FROM POST TO BEAM 2:0,. eco,. _ _ I— RA W W 0 F ��FR ROOF SHEATHING EXTERIOR BEAM AS NOTED R<qp ROOF SHEATHING, (qp TRS FASTEN PER PLAN rR� FASTEN PER PLAN O 5 LU 1 PLAN VIEW @ TOP OF POST SS ss • OIll— 0 2x4 FRAMING 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE 0 PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO • + + OF ROOF SHEATHING (D W m LEDGER LEDGER + + w Q = Z Z PROVIDE (4)10d x 3" PROVIDE (4)10d x 3 + + p W ...I NAILS AT JOINT NAILS AT JOINT Q = ABU POST 4„ C. W a 10d NAILS @ 4 O.C. 10d NAILS @ O 2X6 FACIA' = Q BASE (AS NOTED) 2X6 FACIA PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL U �.. .o . 5/8" THREADED ROD w/ PER PLAN PER PLAN MORE INFO AND „ @ SP4 TO EACH OVERHANG 24 O.C. w/EXTERIOR NUT SET IN ADHESIVE CONNECTION o. SHEATHING ATTACHED � TRUSS CONNECTION — (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS STRUCTURAL ENG: CFG / BED / TL PER PLAN TO LEDGER a PER NAILING SCHEDULE PER PLAN TO LEDGER & (4) 12d NAILS EACH Q DRAFTING: a 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ 2 TRUSS MEMBER I-- . a . n i�14 SEE FOUNDATION „ „ 2x FRAME WALL PER PLAN O o" w STRUCT: BM \ i PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS @ 16d NAILS @ 16" O.C. LINTEL SEE PLAN W —- -- 4 ° I I / INFO 12" O.C. 0 QC CHECK: EA / PKT SGD ATTACHMENT 2x8 w/ (2) 10d NAILS @ e�}ILU�N r JOB No. TM - 2150404 BY BUILDER EACH VERTICAL c cn — SCALE: AS INDICATED CONDITION @CMU WALL _CONDITION @FRAME WALL 5A��:�,� _ ._ — - _ - SIDE VIEW @ BASE OF POST 01 Al � DATE: 04/27/15 (CDO1 CORNER COLUMN FRAMING F11 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. SCALE: 3/4" =1'-0" SCALE: 3/4" _ ,'-0" SCALE: 3/4" _ ,'-0" SD4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusiveproperty of M ONTA CONSULTING & DESIGN OF WMR &ASSOCIATES, INC. Any , useduplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. . p I 3/4" SHEATHING 2x4 STUDS @ 16" O.C. 'oG SHEATHING PER PLAN 2x STUDS @ 16" O.C. SEE PLAN SIMPSON LSTA30 STRAP <� S, SOLID SHEATHING TYP. (U.N.O.) (MAX 10° ANGLE) W/ (22) 10d 'S�c� @HEADER 2x4 #2 SYP BLOCKING ATTACH PER NAILING EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN NAILS. BEND STRAP OVER T SIMPSON SP4 w/ (6) 10d W SCHEDULE WALL PRE-ENGINEERED ROOF @ 48" O.C. W/ (2) 12d 3/4" SHEATHING TYP. ATTACH PER NAILING TOP PLATE MIN. 3",THEN X 1 1/2" @ 24" O.C. 1 -- TOENAILS EACH END 2x4 BOTTOM PLATE SCHEDULE TRUSS -SEE FRAMING PLAN Q 2x STUDS @ 16"' O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ FOR LOCATION & SPACING RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE 0 SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER STUDS/HEADER U.N.O. ON PLAN ATTACH SHEATHING TO •• 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. FLOOR NAILING : (2) 2X HEADER - SEE 2ND AT 12" O.C. RIBBON BOARD WITH (2) EXTERIOR SHEATHING FROM • . _... _ _......... MAX. SCHEDULE FLOOR PLAN FOR MIN. AGAINST TRUSS ROWS 8d NAILS @ 3" O.C. : TOP OF WALL TO BOT. RIBBON, �, VERTICAL @ 48" Q.C. PRE -ENG FLOOR TRUSS OR (4) 16d NAILS RIBBON STAGGER ROWS 1.5" TRUSS STRAP - SEE NAIL PER PLAN " HEADER SIZE &REQ'D W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, ----- TO EACH TRUSS SIMPSON FRAMING PLAN FOR • JAMB STUDS -� END STUDS @ 16" O.C. W/ (2) 16d (2) 8d NAILS @ 3" o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS • (2) 2X SILL AT WINDOW w/ 2x `_ NAILS @EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) • ' CRIPPLE STUDS AT EACH END • , ~ SYS. 42 FLOOR CONNECTOR SCHEDULE FOR -- EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN NAILED TO STUD PACK wl 10d NAILS ,- IF HEADER IS UPSET w TRUSSES @ 24" CONNECTION ===- • ' @ 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: SEE CONNECTOR SEE PLAN FOR SIZE ATTACH SILL w/ (2) 10d TOE NAILS/ (1) 2x SILL PLATE w/ (2) W Z O.C. (MAX) O.S.B. TO OVERLAP SILL SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. W PLATE 1 1/4" (MIN.) GYP. CLG. BD. ! CONNECTION ATTACH RIBBON TO STUDS PLATE „ 1/2 GYP. CLG BD ORT. EACH TRUSS w/ (4) WIDTH 4-0 ). USE A35 CLIP AT EACH EXTERIOR HEADERS a (2) 5/8" TYPE "X" WHEN .; 8d NAILS @ 3 O.C. WALL 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN p MZ IN GARAGE SHEATHING TO BOTTOM 1/2" GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL •" 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ U — PLATE RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL •" DECKING PER FLOOR (2) 10d TOENAILS, CO 2X4 PT SILL PLT. IF KNEEWALL P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STRAP W/ ." Z (� NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & OPENING LARGER THAN 8" CMU WALL 8"CMIU (10) 10d TO STUDS& (8) 1/4" X '; (4) 1/4" X 2 1/4" TITENS IF FLOOR �" 4FT (2) 2x SILL PLATE w/ _j W NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4" TITEN SCREWS TO �» FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, A35 CLIPS EACH SIDE w/ Z) 0 2 STORY WALL CONNECTION LINTEL COURSE. • • FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON "" 2x CRIPPLES @ 16" O.C. Q 4S 1 2 -STORY CONNECTION S 1 2 -STORY CONNECTION S 1 USE SIMPSON MSTCM60 • CONNECTION INFO.. MSTCM60 STRAP w/(20) 16d SINKERS & w/ (2) 10d TOENAILS T&B p SCALE: 3/4" =1'-0" STRAP W/ (20) 16d SINKERS & •. (14) 1/4" X 2 1/4" TITENS INSTEAD OF -'�` • (PLYWOOD SHEATHING WALL SCALE: 3/4" =,'-o" PERP. WALL SCALE: 3/4" = V-0" @ CANTILEVER (14) 1/4" X 2- /4" TAPCONS FOR . • @PARALLEL L @ .. MSTA36STRAP (IF TITENS ARE NOT IN "ri . REQ'D T&B) O TRUSSES 20" TO 26" DEEP"• LINTEL COURSE OR INTO FILLED CELL " (IF TITENS ARE NOT IN LINTEL ;; SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. SEPARATE SHEATHING o COURSE OR INTO FILLED CELL\ • FOR MORE INFO • UNDER WINDOW N USE 1/4 X 1 3/4 TITENS) U.N.O. •. SEE DETAIL WS11/SD5 2nd FLOOR WALL; SEE PLAN NOTE: yi FOR MORE INFO W W PROVIDE BLOCKING STRAPS CALLED OUT WITHIN THIS DETAIL ARE ' • _ CONTRACTOR TO PROVIDE FOR MORE INFO. IF ADEQUATE WATERPROOFING. SHEATHING IS NOT BELOW JAMBS IF FLOOR ONLY REQUIRED WHEN INDICATED AS SUCH ON .. W NO CONCRTE SLAB PERMITTED •" � TRUSS IS NOT PRESENT �� THE STRUCTURAL PLANS OR WHEN THE O CONTINUOUS TO BOTTOM OF • • v� � STRUCTURAL SHEATHING IS NOT CONTINUOUS � • • • FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE •" "• \ Z 1111111/ TO INSTALL SIMPSON LSTA18 FROM TOP OF WALL TO BOTTOM OF FLOOR ". W 0 PLAN FOR MORE INFO •. i a o SYSTEM AND WHEN 3 OR MORE WINDOWS ARE � i ` '�r 00 ti STRAPS FROM EA. STUD TO IN A ROW (ONLY JAMB STUDS BETWEEN « 2X TOP T... RIBBONS,' "`;.°®.••••••.. �,� e®i - N TRUSS WINDOWS) CENTER WINDOWS MUST HAVE CONT. "a�,. ��` •••••�®'< �' W o SEE ARCH DWGS FOR LSTA30 STRAPS TOP AND BOTTOM AND EACH.', '`' ¢ \ 0 �,• * Q Z es - z TOPPING INFO SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE PROVIDE BLOCKING " N � �:W U HANDRAIL BY OTHERS LOAD PLAN FOR MORE INFO BELOW JAMBSr a*®: o ASO GIRDER / COL. CONNECTION SO HEADER CONNECTIONCL ,s . •, CL 3/4" PLYWOOD FLOOR SCALE: 3/4 1-0 SCALE: 3/4" = V-0" ®�� •••s•••' �+�cJ?0��`` �_ OW DECKING ATTACHED PER @ 2nd FLOOR „ @ 2nd FLOOR ' P �� LL SLOPE NAILING SCHEDULE ®!/fl•111111��, , --- SLOPED BALCONY FLOOR cn ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: TRUSS (12" TALL) (60/15/5 MIN. LU 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES PRE-ENGINEERED ROOF F *� 2. SECURE WI(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BA,TTON STRIPS LOADING) W/ LUS26 OR LUS46 TRUSS- SEE FRAMING PLAN SIMPSON LSTA30 w/ (22) 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) TO LEDGER FOR LOCATION &SPACING yFFT 10d NAILS (MAY BE O Q 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX SEE PLAN a o DOUBLE 2X TOP ANGLED UP TO 10°) 5. MIN. THICKNESS 0.0187 IN. SHEATHING PLATE SOLID SHEATHING Z 0 6. CHROMATE TREATMENT HEADER `( aye N ALUM. DRIP EDGE —� 2x CONT. SUBFASCIA — VENTED ALUM. SOFFIT - WINDOW AS SCHEDULED TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THICKNESS MID -SPAN BLOCKING U.N.O. R-11 BATT INSULATION SEE DETAILS ABOVE FOR MORE INFO. LINTEL AS PER PLAN FROM T&B) HEADER SIZE & REQ'D O SEE WS10/SD5 FOR ADDITIONAL INFO STRUCTURAL COLUMN JAMB STUDS a- m 1/2" CEILING GYP. BD. SEE PLAN FOR SIZE 2X BOTTOM PLATE oix AND REQ'D # OF DECKING PER , DECKING PER DBL. TOP PLATE STUDS FLOOR NAILING FLOOR NAILING U SCHEDULE SCHEDULE HDR. PER PLAN a ° FLOOR TRUSS SEE FLOOR TRUSS SEE o SEE WS06/SD5 FOR WINDOW V J Z (BF01 SECTION AT BALCONY ° FRAMING PLAN FOR r FRAMING PLAN FOR 0 SILL / FRAME DOWN INFO CONNECTION INFO \ CONNECTION INFO J g t MIN 2x4 STUDS @ 16" O.C. SCALE: 3/4 V-0 W W SEE PLAN FOR MORE INFO O o E— s 1/2" GYP. BD. NOTE: 1 (1) SIMPSON LSTA30 ° STRAPS CALLED OUT WITHIN THIS DETAIL ARE > f V W Z J 2x BOTTOM PLATE w/ STRAP W/(11) 10d TO ° ONLY REQUIRED WHEN INDICATED AS SUCH ON Q STUDS :ABOVE PLATE SIMPSON LSTA30 w/ �~j (2) 12d AT 12" O.C. ENGINEERED ° THE STRUCTURAL PLANS OR WHEN THE TRUSS U.N.O. o STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 10d TO STUDS W FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. _ 3/4" O.S.B. FASTEN PER PLAIN \ WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB 0 ` STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST U Ix FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR W 0 Q F - FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN U W Z�� FOR DEPTH AND DIRECTION Z y. BEAM SEE PLAN QQ ♦ ^ 0 V FLOOR SYSTEM DRAFT GIRDER / COL. CONNECTION4so HEADER CONNECTION LL R STOPPING AT 1000 SQ FT REFER TO ROOF PLAN X70 SCALE: 3/4" =1'-0" SCALE: 3/4 -1-0 � I-" MAX: DRAFT STOPPING FOR CONNECTIONS2nd FLOOR H IGH BEAM " U W N MATERIALS MIN THICKNESS @ 2nd FL. HIGH BM. @ Z W SHALL BE 1/2" GYP BOARD0 U5 OR 15/32" OR 7116" OSB.LU BEARING ATTACH TO FLOOR TRUSS REFER TO PLAN FOR (2) SIMSON LSTA 18 STRAPS k 2X STUD PACK ATTACH O SEE PLAN w/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE •'. AND BOTTOM CHORDS ' 10d NAILS PRE -ENG. FLOOR SYSTEM - (2) SIMSON LSTA 18 Z -- IF NO FLOOR SYSTEM STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS INSTALL KNEEWALL & PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ (4) 2X STUDS (3) 2X STUDS O UNDER COLUMN ABOVE (2) 16d NAILS @ 6"O.C. SHEATHING PER PLAN ATTACH 2X STUDS Q ATTACH PER NAILING � Z WD. HD. HT. W/ (2) 16d NAILS 6 O.C. W Q 11 SCHEDULE, � � SEE PLAN CONTINUOUS FROM TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A d' BOTTOM PLATE Z Z ~ WINDOW AS SCHEDULED BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS I BUILT-UP COLUMN INFO. STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO I- ZW0 °6 EXTERIOR NG 0 J J C6 W W U PRE-ENGINEERED ROOF SEE WS11/SD5 FOR SIM. END o o A A 00 O @` FROM TOP OF WALL 1 -- 2X 2ND FLOOR STUDS 0 0 rym SEE PLAN FOR MORE Z TRUSSES @ 24" O.C. CONDITION TRUSS STRAP -SEE o o W m AOTACOHED PER NAILING SIMPSON@ O I- xS0 2SP424" O.C. d i _ o C} Z Q' R-30 INSULATION �. LINTEL PER PLAN FRAMING PLAN FOR o SCHEDULE EACH SIDE �M1 Q U ,� - CONNECTIONS , o OF WINDOW LOCATION TRUSS STRAP SEE ROOF 2x12 #2 SYP CONT. LEDGER W/ ° o W -. (2) 2x SPF TOP PLATE O W_ , :E PLAN -' O a U EQUALLY SPACEDSCREWS ° o {2) 8d NAILS @ 3 O.C. TO Z ty +' ' VERTICALLY @ 24" O.C. AND @ ° JAMB FLOOR y✓ p i, BEARING EA. END VERTICAL (MIN. 2" TRUSS BEDLOW -`"� (2) 2X HEADER -SEE 2ND cn FLOOR PLAN FOR MIN ... a ALUM. DRIP EDGE —� 2x CONT. SUBFASCIA — VENTED ALUM. SOFFIT - WINDOW AS SCHEDULED TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THICKNESS MID -SPAN BLOCKING U.N.O. R-11 BATT INSULATION SEE DETAILS ABOVE FOR MORE INFO. LINTEL AS PER PLAN FROM T&B) HEADER SIZE & REQ'D O SEE WS10/SD5 FOR ADDITIONAL INFO STRUCTURAL COLUMN JAMB STUDS a- m 1/2" CEILING GYP. BD. SEE PLAN FOR SIZE 2X BOTTOM PLATE oix AND REQ'D # OF DECKING PER , DECKING PER DBL. TOP PLATE STUDS FLOOR NAILING FLOOR NAILING U SCHEDULE SCHEDULE HDR. PER PLAN a ° FLOOR TRUSS SEE FLOOR TRUSS SEE o SEE WS06/SD5 FOR WINDOW V J Z (BF01 SECTION AT BALCONY ° FRAMING PLAN FOR r FRAMING PLAN FOR 0 SILL / FRAME DOWN INFO CONNECTION INFO \ CONNECTION INFO J g t MIN 2x4 STUDS @ 16" O.C. SCALE: 3/4 V-0 W W SEE PLAN FOR MORE INFO O o E— s 1/2" GYP. BD. NOTE: 1 (1) SIMPSON LSTA30 ° STRAPS CALLED OUT WITHIN THIS DETAIL ARE > f V W Z J 2x BOTTOM PLATE w/ STRAP W/(11) 10d TO ° ONLY REQUIRED WHEN INDICATED AS SUCH ON Q STUDS :ABOVE PLATE SIMPSON LSTA30 w/ �~j (2) 12d AT 12" O.C. ENGINEERED ° THE STRUCTURAL PLANS OR WHEN THE TRUSS U.N.O. o STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 10d TO STUDS W FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. _ 3/4" O.S.B. FASTEN PER PLAIN \ WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB 0 ` STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST U Ix FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR W 0 Q F - FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN U W Z�� FOR DEPTH AND DIRECTION Z y. BEAM SEE PLAN QQ ♦ ^ 0 V FLOOR SYSTEM DRAFT GIRDER / COL. CONNECTION4so HEADER CONNECTION LL R STOPPING AT 1000 SQ FT REFER TO ROOF PLAN X70 SCALE: 3/4" =1'-0" SCALE: 3/4 -1-0 � I-" MAX: DRAFT STOPPING FOR CONNECTIONS2nd FLOOR H IGH BEAM " U W N MATERIALS MIN THICKNESS @ 2nd FL. HIGH BM. @ Z W SHALL BE 1/2" GYP BOARD0 U5 OR 15/32" OR 7116" OSB.LU BEARING ATTACH TO FLOOR TRUSS REFER TO PLAN FOR (2) SIMSON LSTA 18 STRAPS k 2X STUD PACK ATTACH O SEE PLAN w/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE •'. AND BOTTOM CHORDS ' 10d NAILS PRE -ENG. FLOOR SYSTEM - (2) SIMSON LSTA 18 Z -- IF NO FLOOR SYSTEM STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS INSTALL KNEEWALL & PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ (4) 2X STUDS (3) 2X STUDS O UNDER COLUMN ABOVE (2) 16d NAILS @ 6"O.C. SHEATHING PER PLAN ATTACH 2X STUDS Q ATTACH PER NAILING � Z WD. HD. HT. W/ (2) 16d NAILS 6 O.C. W Q 11 SCHEDULE, � � SEE PLAN CONTINUOUS FROM TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A d' BOTTOM PLATE Z Z ~ WINDOW AS SCHEDULED BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS I BUILT-UP COLUMN INFO. STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO I- ZW0 U) 0 J J W W .. Y A A 00 W W 0 1 -- 2X 2ND FLOOR STUDS 0 0 SEE PLAN FOR MORE Z INFO. (D W m TEXTURED CEMTITUOUS RD GIRDER ACCOMODATE STRAP U) 0 = Z WOOD BASE BOA 1/2 DIA. THREADED ROD WITHIN W F- (� LL FINISH, 1/2" MIN. 6" FROM COLUMN - TRUSS PER p V .J Z 0 , ....� THICKNESS ON CMU SEE BRG WALU 2 -STORY WALL PLAN W •� 3-1/2 CONC. SLAB (2500 ML i p.s.i.) w/ 6x6 10/10 W.W.M. � SECTION FOR MORE INFO. (2) SIMPSON LSTA1$ Q STRAPS CENTERED @ O SEE FLOOR FRAMING OR FIBER REINF. CONC. ON 6 MIL. VAPOR BARRIER REFER TO FOUNDATION FLOOR W/ (14) 10d NAILS I PLAN FOR FTG. INFORMATION SEE TRUSS � ' PLAN FOR FLOOR grim,SYSTEM INFO. VERT. #5 IN FILLED CELL 3-1/2" CONC. SLAB LAYOUT FOR / / HANGER (2) SIMPSON META16 1- FIN. FLR. FLOOR TRUSS TO EXTERIOR STRUCTURAL ENG: CFG BED TL ----- MASONRY WALL SHEATHING FINISH < DRAFTING: W/ TOP OF MASONRY F - CO �.� '� SEE SHEET SD1 FOR FTG DETAILS I ' - MASONRY WALL ATTACHED PER Z STRUCT: BM GRADE �_� ; i 1=� LU -- - NAILING SCHEDULE D .. � � (_-� - QC CHECK: EA _ .-. ._. CLEAN COMPACTED cn --- _ I ��0_ JOB No. TM - 2150404 POISON TREATED W �utLU/7S U) --- FILL TRUSS PER E: AS INDICATED = SCALE: PLAN. SANFOR0 ~ DATE: 04/27/15 MSO� TYPICAL WALL SECTION SO 2 -STORY COLUMN S 1 WALL TO FLOOR TRUSS SO SECTION CORNER I—KAMING AT �`�" �zw� ' 2 STO RY CMU / FRAME SCALE: 3/4" =1'-0" GIRDER SCALE: 3/4" =1'-0 SCALE: 3/4" =1'-0" SCALE: CONN. DETAIL 3/4" = 1'-0" . -158 SD5 COPYRIGHT MCD 2014: The informationduplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC. is strict) rohibited. contained In this document Is copyrighted and Is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, dup p Y p ui •i r iii i i f rr - 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" EXT.FINISH, PER 2x BASE PLATE w/ (2) 12d @ TOP & SP1 @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN U_I ARCHS NAILS @ 12 O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & F- USE SIMPSON MTS12 OR LSTA18 TO BLOCKING SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON ROOF SHEATHING SPACING. Q MAX (U.N.0.) WRAP BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING SCHEDULE HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ (2) 12d PRE-ENGINEERED ERED SCHEDULE TOENAILS EACH END PLYWOOD FLOOR TRUSS- 2X4 CONT. W/ 2 ( ) 12d Q MSTAM24 EACH SIDE '' (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD w OF EACH STUD TO 2x8 #2 SYP P.T. SILLSCHEDULE EACH END, USE (4) 10d & p WALL BELOW W/ (9) .' PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. TRUSS Uj L 10d NAILS AND (5) ANCHOR BOLT OR UNDER WINDOW JAMBS 2X6 #2 SYP CONT. LEDGER W/ (2) 4"x3" 2x8 #2 SYP SILL PLATE W/ O 1/4"x2 3/4" TAPCONS J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. 7 SDS WOOD SCREWS @ 16" O.C. MAX. & %" EPDXY ANCHOR OR w p — (2) 2x SYP #2 TRUSS PER PLAN PER STRAP ;, EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE FLOOR TRUSS SEE PLAN 3" FROM EA. END - USE (3) SCREWS J -BOLT @ 32" O.C. W/ MIN. O BUILT-UP STUD PT 2x8 BOTTOM & 3 FROM EACH END TRUSS PLAN FOR A FOR 24" O.C. ENT & 6" FROM � COLUMNS PLATE O.S.B. TO OVERLAP CONNECTION INFO EACH END z V LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO °° SIMPSON LUS26. USE °p p U) 1x PT NAILER a (MIN.) TRUSS. VERIFY W1 SHOP 4 LUS26-2 FOR 2PLY TRUSS J M W LOW ROOF TRUSS SEE DRAWINGS PT FURRING AS TRUSS PLAN FOR °< 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN Q (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT REQ'D PER ARCHS CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS 8" CMU WALL 44 EXT. FINISH, PER ARCHS MASONRY USE HETA16 @ 24" O.C.) OPT. TRUSS RECESS LEDGER "- 0 o N W W LEDGER AT GIRD ER F02 WALL SPLICEo 4s, SECTION COMBO LD03 SECTION AT OPEN TO ABOVELD01 " _ ,� SCALE: 3/4 -�-o TRUSS SCALE: 3/4" =1'-0" SCALE: 3/4" _ 1'-0" LEDGER / DETAIL " _ � �� sCALE:, 1/2 -,-o j, O 'y �A%%111111'11 w o e `'y °« �� CD bo'�� '•� �/f // �1 W ,jsJ %IV '� O 0, ® Q EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 @ ATTACH PER NAILING TOP & SP1 @ BASE. LSTA19 SHEATHING PER 2x4 BLOCKS (2) 16d NAILS @ 2X4 #2 SYP NAILER TO STUDS W/ �� "` U SCHEDULE OR MTS12 MAY BE USED @ EXT. SHEATHING ATTACH PER 2x4 NAILER w/ 2 O PLAN ATTACH PER EACH END. BLOCK ADJACENT NAILING SCHEDULE BAYS @ EACH DIAGONAL AS SEE 2ND FLOOR WALL 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS.` �` l cr � Q -� O '� '�� `Q p BASE. 2X8 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. NAILING 10d NAILS @ 16" O.C. SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d SECTION FOR ADDITIONAL INFORMATION �00 ROOF AND EXTERIOR r' >/•�� ° •' �� ♦ -a O (2) 2X4 #2 SYP BLOCKING W/ SCHEDULE ��,. _ w • �(, — SIMPSON HUC24-2 EA. END 2X BLOCKING W/ (2) 12d TOENAILS EACH END 2x4 STUDS 16" O.C. @ NAILS @ 6'" O.C. SHEATHING ATTACHED PER NAILING SCHEDULE ��, ��, n , ,� w V W/ (4) 10d & (2) 10d NAILS. �llll lht�� USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d UNDER WINDOW JAMBS. NAILS @ 12" O.C. 1/2" GYP. BOARD (5) 16d NAILS BRACE -= 2X8 #2 SYP CONT. LEDGER W/ LU — ill 2x4 BLOCKING BETWEEN SIMPSON H10A @ EACH TO BLOCKING SIMPSON H2.5 - - (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, TRUSS TO O STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24" O.C. MAX. (INSTALL (4) NAILS EACH END FOR MORE INFO. ALL THREAD ROD - ADJACENT DIAGONAL, FASTEN TO DIAGONAL w/ (2) 16d NAILS %4'x3" SDS WOOD SCREWS @ 16" --- AT EA. SIDE OF G.T. ) p Z r�7•, �. hl;'I, „ @ 48 O.C. O.C. MAX - EQUALLY SPACED & 3" --- -PLY Q ��''�� v "t N TRUSSES PER PLAN FROM END OF LEDGER - USE (3) SREWS IF 24" O.C. IS REQUIRED < . --- SIMPSON LUS26 OR IF 2 TRUSS SIMPSON LUS26-2 176 "D 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, 4 LEDGER <. ' w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT Wr MIN. 7" CONNECT TO DOUBLE TOP PLATE w/ 16d NAILS o WALL BRACING @ 48 O.C. MAX: 45 FROM RECESSED INTO TRUSS. VERIFY SEE FLOOR FRAMING PLAN & TRUSS TO LEDGER w ci ° z CJ c O EMBEDMENT@ 32" O.C.& 3" FROM EACH END @ 6" O.C. HORIZONTAL (+/- 10°) BRACE NOT REQUIRED w/ SHOP DRAWINGS WS11/SD5 FOR MORE INFO. VERIFY PLAN FOR LOCATION tl Q _ o (2) 2X4 TOP PLATE 6' FROM EAVES. AND DIRECTION (IF PARALLEL 8 CMU WALL, TYP. LUL PRE-ENGINEERED TRUSS - °° a, 2X BEARING WALL PLATE SEE WS10/SD5 FOR BLOCKING O tf I'I "''"' U SEE FRAMING PLAN FOR LL O.S.B. TO OVERLAP BOTTOM 1 1/4" (MIN.) INFO. Z ,"`��, '��' SPACING & CONNECTION , SEE PLAN �.' WITH ROOF LOAD OPT. TRUSS RECESS LEDGER�`1 ��y INFO. °a. °p C.M.U. WALL PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. a. 4s, SECTION AT RAISED4F1 SECTION AT OPEN ABOVE4F1 2 STORY FRAME WALL (LD04 SECTION AT LOW ROOF w BRACING DETAIL SCALE: 3/4" _ ,-0" �� _ �_ 1� SCALE: 3/4 -1 0 SCALE: 3/4" =1'-0.. HEEL TRUSS SCALE: 3/4" _ ,'-o" p � Z A SEE PLAN FOR DEPTH 6. OF LANDING U- Q (D W STANDARD (3) 2X12 STRINGERS w/ SIMPSON PLYWOOD SHEATHING LANDING ATTACHED PER GENERAL �- FLOOR CONSTRUCTION ``-- �,m . .-„ NOTES SEE TRUSS PROFILE/ARCH PLAN FOR MORE INFORMATION Z O F_ U OJ 1— Q 0 , NOVER otS�Ij rp (� � Z J 1 1 1 1 1 1 (2) 2x TOP PLATES SPF 1 1 1 1 1 1 A35/USP MP34 CLIP TO FLOOR SYSTEM & ` 2x8 #2 SYP JOISTS @ t2 PRE ENGINEERED WD TRUSSES @ 24" O.C. 2 v 1 1 I 1 LANDING FRAMING __._. 16" O.C. �_ 0 1 1 LANDING@ w/ SIMPSON A35/USP MP34 FIBERGLASS SHINGLES OR U b 1 1 (2) 2x HEADER SEE FLOOR I 1 2x I I STUDS SEE PLAN 1 1 p OR LUS26 HANGER ON z TILE VERIFY WITH ELEVATION w V W Z�� PLAN FOR MORE 2X12 REQ'D END OF � – EACH SIDE o z TRUSS ANCHOR (SEE PLAN) z z _j 1 1 1 I (2) @ FELT 0 INFO I I I LANDING FOR STRINGERS z ROOFING 1 1 1 1 TO CONNECT TO w/ (2) SIMPSON A35/USP MP34 o w APA STRUCTURAL SHEATHING _ O EACH END TO LEDGER ATTACHED PER NAILING SCHEDULE q `W SEE PLAN FOR MASONRY z 6 1 1 I WALL OR WOOD WALL p� 1 I 1 I MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE U) 2x SPF I END OF LANDING w/ MIN. (6) O BASE PLATE 16d NAILS FROM LEDGER TO STUD PACK 2x8 #2 SYP (P.T. IF MANSONRY (2) 2x HEADER SEE PLAN FOR C� z PRE-ENGINEERED 1 1 1 FLOOR SYSTEM 1 WALL) CONT LEDGER w/ (3) 16d 0•H• MORE INFO & CONNECTIONS p 1 KNEEWALL OR BEAM1 A' NAILS @ 16 O.C. MAX. TO PLAN VIEW LAIN DING EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWD, DECKING SEE 2nd FLOOR PLAN FOR SEE ELEV. APPROPRIATE HEADER DETAIL �— WINDOW SEE PLAN FOR LOCATION 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO O -� z — Q Z 0LO p (2) 2x SPF I I I 1 TOP PLATES I I 1 MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR LU _ �1 GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL I- 1 1 1 1 SPACED 1/2" x 4" BOLTSTOE NAIL , 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF SHEATHING ISN'T CONT. LST18 STRAPS ARE z Q B STRINGERS TO LEDGER w/ (2) 16d REQ'D FROM STUDS TO GIRDER BELOW � Z O I 1 FLOOR SYSTEM NAILS WALL SHEATHING IS � O J J 1 2x STUDS SEE PLAN 1 1 HEADER 1 (2) 2x A ER PER PLAN BELOW ROOF STOLINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL = IJ.I W 1 1 1 1 EE FLOOR 1 1 1 1 PLAN FOR MORE ROOF SHEATHING ATTACHED PER NAILING D W O 1 1" 1 INFO 1 RISERS SCHEDULE � Q H O 2 1 1 I I PLYWOOD FLOORING SEE Z (/) R 1 I I T 2x P.T. BASE PLAE SEE FLOOR FRAMING PLAN (� FOR MORE INFO O W W (n Z 1 1 1 1 TREADS 2x BASE PLATE w/12d 24 O.C. @ uI i— Q V 1 BEARING SCHEDULE 1 1 1 TO FLOOR SYSTEM BELOW p U .J >_z FOR A.B. INFO I \� w W 1 1 I 1 SEE PLAN FOR 0 H I DIRECTION& MORE L — — — — — — SEE FOUND. PLAN FOR FTG. REQ. 2x12 STRINGERS ONE INFORMATION _ _ _ j CL A ON EACH SIDE AND _ " 1/2" THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4-2 ATTACH /q CSEE FOR O TOP PLATE TO HEADER WITH LSTA12 BENT ONE @ MID -SPAN FLOOR GIRDER SEE PLAN FOR CONNECTION TRUSS LAYOUT FOR TRUSS... Q STRUCTURAL ENG: CFG / BED / TL DRAFTING: SCHEDULE ON FLOOR PLANS LOCATION &CONNECTION INFO MORE INFO MAX 5 FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE STUD AND (5) 10d NAILS INTO HEADER , �v1L.D1/�G � Z 0 – -STRUCT. BM QC CHECK: EA SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST O S,h3I tRD w JOB No. JACKS / KINGS # OF STUDS TO FLOOR HEADER CONTACT EOR TO O W TM - 2150404 - - MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 NGER @ BASE OF STRINGERS. FASTEN TO 1,F.'`�' � _ SCALE: AS INDICATED - - DATE: 04/27/15 FLOOR w/(4) 1/4"x3" TAPCONS ~ PROVIDE EXTERIOR SHEATHING 41=14 2nd STORY INTERIOR BRG. ATTACHED PER NAILING SCHEDULE QQ SR01 GENERAL; LANDING OI F 1 TYPICAL WALL WALL & EXTERIOR SCALE: 3/4" =1'-0" FOR EXTERIOR 2 STORY WALLS STAIR R FRAMING INFO SCALE: 3/4" =1'-0" SD6 SECTION SCALE: 3/4"=,'-0,. /'+r'11"fV[]Il�LJT RAt' r-% fM4 A• Th., in;nrrh niinn in fhie, rinry imcnf is rnrwrinhfcrl nnel is thin l mivrz mmnArt„ of mnN ITA.rnN.IqI 11 TING P. nFSIGN_ OF WMR & ASSOCIATES. INC. Anv use. duplication. or transfer of these documents without the expressed. written consent of MONTA CONSULTING &DESIGN. OF WMR & ASSOCIATES. INC. is, strictiv prohibited. ui •i r iii i i f rr - W I- 0 PARTY WALL OR CONTRACTOR TO MIN. (3) 2x SYP #2 ELEVATOR WALL SEE CONSTRUCT PANELS -- -- ------- STUDS -- :_.STUDS REQ'D @ END STANDARD (3) 2X12 MAKE PANELS WIDTH PLAN TO SLIDE INTO THE J OF LANDING W/ MIN. (6) STRINGERS W/ OF ELEVATOR DOOR ELEVATOR SHAFT Q 16d NAILS FROM SIMPSON A34 CLIP TO 6" MIN. LEDGER TO STUD FLOOR SYSTEM THRU DOOR OPENING, Z MIN. 7/16" SHEATHING 1 3 2 WIDTHS MAY VARY. PACK W/ 8d RING SHANK PANELS 1 AND 2 TO BE p MIN 8" BEARING FOR NAILS @ 6" O.C. ON INSTALLED AND w Z LINE UP 2xJOIST IN CENTER PANEL. ALL EDGE AND 12" O.C. IN SHIFTED OUT TO 0 LINE WITH MIDDLE OTHER PANELS TO FIELD ALLOW FOR PANEL 3 W STANDARD (3) 212 2x12 STRINGER TO BE BEAR ON LEDGERS - (WHICH IS LONGER) TO p STRINGERS W! UTILIZED AS BLOCKING ATTACH PLATFORM TO BE INSTALLED LAST U — SIMPSON A35 / A34 o LEDGER W/ 1/4" X 3-1/2" AND WILL AID LOCKING O CUP To FLOOR SDS SCREWS @ 12„ PLATFORM LAYOUT o EVERYTHING z O.C. ON ANGLE TYP. TOGETHER. W SYSTEM & LANDING 2xJOISTS @ LANDING '--- C) FRAMING@ 16"O.C. W/ SIMPSON z FLOOR SY M — MID SPAN BLOCKING Q Z_ A35 OR LUS26 HANGER z ON EACH SIDE M W/(2) 12d TOENAILS p g 10 MIN. 2X6 #2 SPF CONT. LEDGER W/ (2) 1/4" X q 3-1/2" SDS SCREWS u.. _ @ E 2X6 #2 SPF RIM BOARD 16" O.C. MAX INTO W/ (3) 16d NAILS INTO N oro RIMBOARD JOISTS w Ll,l >;STUDS OR FLOOR o = 0 SYSTEM TYP. EACH a 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END END UNDER a NAILS FROM RIM JOIST PLATFORM ° �� w if ^ O 1111 STAIR WINDER DETAIL TO JOISTS W/ 2X6 MID R SCHEDULE 4-0 MAX 2xJOIST (P.T. IF ATTACHING TO ; �` 2X6 #2 SPF @ 12" O.C. �`, ��t�i1 �o w (2) 2x BEAM PER WIDTH OF LANDING SPAN BLOCKING REQ'D END OF LANDING. s ` °°.°. `�i @ MASONRY WALL) CONT LEDGER MAX 6'-0° >, R! �o®® a FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4 x 3 1/2 SEE PLAN FOR �` °o °� 0. R 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR ADDITIONAL BEARING " , ^ '�` W Q � +� � W e, . Ci V► tL .' c. s Z Z BEAR DIRECTLY ON BUILTCV d Q° WALL INFORMATION MAXMAx 6�-0° ° Q UP COLUMNS BELOW MASONRY WALL) (ST04 ELEVATOR TEMP. FLOOR �. w, � ►� ire %C J "_ MIN 7/16" FLOOR PLATFORM DETAIL o �"` O C= Q A -A PLAN VIEW 90 DEGREE TURN LANDING scA�E:3/4 -,-o SHEATHING ? cod`:. o,. - SEE SCHEDULE FOR MAX WIDTH OF LANDING ,' •0 5 Q 2x4 CONT. TOP PLATE J \11,®`v`. — MIN. (3) 2x SYP #2 2xJOIST LEDGER (P.T. PLYWOOD SHEATHING 3y2" ATTACH TOP PLATE TO ~ '®/�,`I lltfll�O%% @ OVER LANDING 2x4 #2 SPF STUDS 2x4 CONT. TOP PLATE STUDS REQ'D END IF ATTACHING TO STUDS W/ (2) 16d TOE 3�„ � ATTACHED PER @ SEE PLAN z � MASONRY WALL) NAILS (ATTACH TOP PLATE w OF LANDING W/ MIN. (6) GENERAL FLOOR 24" O.C. MAX. 4'-0" ABOVE FLOOR 16d NAILS FROM CONSTRUCTION 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d a LEDGER TO STUD 3/4" PLYWOOD OR OSB „ 16" O.C. NOTES � �� x x 24 O.C. W/ (2) 12d _ TOE NAILS 0 PACK SEE PLAN FOR DEPTH SHEATHING OVER MAX 2x6 VERTICAL @ 6-0 TOENAILS BOTTOM NOTCH SILL PLATE U OF LANDING LANDING ATTACHED O.C. MIN. AND ANY 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS @ p BEAM @ END OF @ FOR VERTICAL ;, NOTCH SILL AND Cad M PER GENERAL FLOOR LANDING PER OPENING. W/IN 10d NAILS @ 4 O.C. PLYWOOD FLOORING 24 O.C. EVERY OTHER Q 111 ' J7� � CONSTRUCTION LE HANDRAIL KNEEWALL (NOTCHED @ 2x6 TO ALLOW VERTICAL STUD TO BE NOTES SCHEDULE VERTICAL LOCATIONS). ATTACHED TO 1 -JOIST "� 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR w NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE W CY ._.,. z MID SPAN BLOCKING 71.ACCOMMODATE 2x ATTACH W/ (2) 12d CL w STANDARD (3) 2X12 TO MATCH JOIST ATTACH 2x6 VERTICAL TOENAILS @BOTTOM) Q a O SYP #2 STRINGERS W/ ,w. DEPTH W1(3) 10d SIMPSON A34 / A35 — 2x6 VERTICAL AND TO I -JOIST W/ (3) Ya" x 3" U , .m • TOENAILS EACH END SIMPSON A35 w CLIP TO FLOOR L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) O`�G CONNECTIONS TEM LANDING _ SECTION X -X @ ANY OPENING tf EQUALLY 16d TOE NAIL EA. di U SYS & t� ATE SPACED/CENTERED IN + + CONT. BRACE & 10d Z FRAMING __. z MASONRY WALL OR 2x4 CONT. TOP PL o FRAME WALL BEYOND ATTACH TOP PLATE TO 32 4�" I -JOIST TO OUTSIDE +8'+ NAILS @ 4" O.C. TO $ O STUDS 2/ (2) 16d TOE FACE OF JOIST + + FLOOR SHEATHING > O J o f NA + + O NAILS #2 SPF @ PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST a m / co ¢ x 24'40 C W/ 2 1DDOUBLE I JOIST d W/ (2) %"x3" SDS - W B B CROSS SECTION OF BEAM TO LEDGER TOENAILS BOTTOM 32" SCREWS EQUALLY (n SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE '�`SPACED & CENTERED SEE PLAN FOR ' MASONRY WALL OR FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN I -JOIST j STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR WOOD WALL NAILS 8" WIDE WEB 2x4 #2 SPF SILL PLATE XF X STIFFENER @ 48 O.C. p Z B B W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) Q () U' O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ U) C5 � � g.r TOENAILS BOTTOM 1(NOTCHED 2111 F@42x6 C 3" O.C. NOTE: p Vi N n (2) SIMPSON LSTA24 VERTICAL LOCATIONS). FLUSHSTIFFER U BE Z Q 06 W z (A M 2x BEAM PER SCHEDULEL 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO ( NOTCH SILL AND (D (2) BOTTOM CHORD zy MASONRY WALL CONT LEDGER STRAP 1 EA. SIDE OF PLYWOOD FLOORING FLUSH w/OUTSIDE OF U N W »� REQ'D @ END OF LANDING SCHEDULE @ LANDING NAILS ((16" O.C. MAX. (E BEAM FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON T TO EACH STUD. 3 1/2" EACH AT LANDING TO. BEAM TO BEAR DIRECTLY O.C.MAX.1/4"x A35 OR LUS26 HANGER TITENS @ 16" C. AX. FOR OF LANDING ON BUILT UP COLUMNS BELOW ON EACH SIDLE MASONRY WALL) 2x8 A -A PLAN VIEW @ L g LA D I N G 180 DEGREE TURN A STRINGERS TO BE LANDING 6'_p" 12'-0" NOTCHED AT 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 @ 3" O.C. TOP AND A35 @ EA. STRINGER (2) 2x12 BOTTOM CHORD TO LANDING (1)2x12 (1) 2x8 -JOIST PER 4'-0" _ FRAMING PLAN (3) 2x12 2x8 W/ SQUASH SEE AR S. FOR MAX. (2) 2x12 BLOCK OR RISE F STEPS AND (1) 2x12 (1) 2x8 BEAM/FLOOR ° MI . TREAD DEPTH TRUSS PER PLAN (3) 2x12 PENDING LANDING 9'-0" (2) 2x12 HEIGHT AND PLAN 7'-0" 9'-0" LAYOUT. HEADER WITHIN 2x12 STRINGERS ONE 5'-0" SUPPORT WALL COULD ON EACH SIDE AND (3) 2x12 BE REQUIRED. SEE PLAN ONE MID -SPAN O @ (2) 2x12 FOR REQUIRED HEADER 7'-0" 8'-0" AND SUPPORT A34 @ EA. STRINGER A INFORMATION. TO LANDING (3) 2x12 A 2x ATTACHED TO (2) 2x12 2x JOIST (P.T. IF STRINGER 7'-0" ATTACHING TO 2x6 (2) 2X BEAM PER MASONRY WALL) CONT 2x12 STRINGERS ONE SCHEDULE @ END OF LANDING FOR STRINGERS LEDGER w/ (3) 16d ON EACH SIDE AND TO CONNECT TO, BEAM. NAILS @ 16" O.C. MAX. ONE @ MID -SPAN r0 BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" (2) 2x12 BUILT UP COLUMN x 3 1/2" TITENS @ 16" (1) 2x12 (1) 2x8 2x6 O.C. MAX. FOR A35 CONNECTION BELOW. MASONRY WALL) LLL MIN. (3) 2x4 SPF #2 z COLUMN WOOD ORMASONRY BASE PLATE WALL SEE PLAN FOR T CUED PER' PLAN MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING J (3) 2x12 2x8 8'-0" (2) 2x12 2x6 , 6'_p" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" J (3) 2x12 2x8 8'-0" I 11'-01 (2) 2x12 2x6 6'-0" (1)2x12 (1) 2x8 2x6 4'-0" _ (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" H (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 91-01, (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" SDS WOOD SCREWS EQUALLY 24" 6'-0" (2) 2x12 2x8 8'-0" (1)2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" " • �• ATA BOTTOM CHORD. I— NOTE: 2x JOIST PER NAILS @ 4" O.C. N.T.S. w-STRUCT: BM 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4' SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4 X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHTQC CHECK: EA 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR (ST`03 SECTION @ HANDRAIL W/ PER FLOOR PLAN _._..---- STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL W JOB No. TM - 2150404 STO GENERAL LAN D I N G (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. FLOOR TRUSSES ° — l' -O" �ILd, - - ___-- SCALE: 314 - 1-0 � SCALE: AS INDICATED SCALE: 3/4" = 1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID - -- STAI R FRAMING INFO UNDER BEAMS LESS THAN 2x12) SECTION X -X SAN ORD DATE: 04/27/15 RI�� 15--158 6 ST1 thexpressed,written consent of MONTA CONSULTING &DESIGN OF WMR & ASSOCIATES INC. is strict) prohibited. _COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without e Y p STUD) EVERY 48 O.C. TO ALLOW VERTICAL UO V0 J Z O F m FLOOR BEAM CONDITION FLOOR BEAM SEE TO SLIDE DOWN TO FACE OF I -JOIST J J N �-`� i a g _ Q «, PLAN 2x6 VERTICAL AND H �C I— z z � � � � ATTACH 2x6 VERTICAL . „ L -BRACE @ 6-0 O.C. & @ANY OPENING _ �- — � LLI 0 U Q E � �5 5 9x ; TO I -JOIST W/ (3) �a x 3 W (� v3 i s SDS WOOD SCREWS EQUALLY 24" I SEE PLAN w 0 W -- , -JOIST Q J LLL z SPACED/CENTERED IN ~ 0 (ST`02�SECTION HANDRAIL W/ -JOIST TO OUTSIDE FACE OF JOIST I JOIST PARALLEL TO FLOOR SINGLE JOS O ~ CD U SCALE: 3/4' BEAM CONN. ' n N.T.S. =1-0 �t W w Z _,)FLOOR _ 3Y" w z 2x4 CONT. TOP PLATE v� SEE ARCH PLAN 2x4 CONT. TOP PLATE (ATTACH TOP PLATE O a MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 3 'I/2 TO STUDS W/ (2) 16d 2 STUDS W/ (2) 16d TOE TOE NAILS X x NAILS Z 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 2x4 #2 SPF STUDS @ Q 10d NAILS @ 4" O.C. 24" O.C. W1(2) 12d 2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER 0 � NOTCHED 2x6 ( @ TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE L7 Q `VERTICAL LOCATIONS). D W/ 16d TOE STUDS (2) 1" 3z ATTACHED TO TRUSS ? � Z NAILS RWI BELOW (OTHERWISE W NOTCH SILL AND SEE ARCH PLAN ATTACH W/ 2 12d PLYWOOD FLOORING PLYWOOD MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM)W) TO ALLOW VERTICAL z Q 2x6 VERTICAL AND TO SLIDE DOWN TO FACE OF TRUSS 2x4 #2 SPF STUDS @ X 24" O.C. W/ (2) 12d X NOTCH FLOOR 2x4 SILL PLATE W/ 2 O z < Z W 0 L -BRACE 6'-0" O.C. & @ TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. � _ O J J @ ANY OPENI . ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE& 10d ~ (/� W W „ TRUSS W/ (3) Ya x 3 SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO .. � SCREWS EQUALLY NOTCH SILL AND �� 10d NAILS @ 4 O.C. ___� FLOOR SHEATHING O W Q 1 SPACED/CENTERED IN TRUSS' PLYWOOD FLOORING (NOTCHED @ 2x6 Q H DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL) VERTICAL LOCATIONS . ATTACH 2x4 TO TRUSS w � V) w N.T.S. TO SLIDE DOWN TO �� W/ (2) Ya x3 SDS z O W IM FACE OF TRUSS SCREWS EQUALLY = Z 2x4 #2 SPF STUDS - == SPACED & CENTERED w p I-- (,� ...I U @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND L O.C. & IN TRUSS co — W Z 0 Q 2x6 VERTICAL 6'-0" @ „' „ TO TRUSS W/ (3) /a x 3 -BRACE @8-0 ANY OPENING 8" WIDE WEB w � Q = O.C. MIN. AND @ ANY SDS WOOD SCREWS @ STIFFENER @ 48" O.C. 0 H H OPENING W/IN HANDRAIL EQUALLY (@ EA. BRACE) W/ (2) U � KINEEWALL NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN ROWS OF 10d NAILS @ p FOR VERTICAL TRUSS TO OUTSIDE 3" O.C. NOTE: FACE OF TRUSS STIFFENER TO BE CD STRUCTURAL ENG: CFG / BED / TL FLUSH W/ OUTSIDE OF Q DRAFTING: 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR — • �• ATA BOTTOM CHORD. I— NOTE: 2x JOIST PER NAILS @ 4" O.C. N.T.S. w-STRUCT: BM 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4' SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4 X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHTQC CHECK: EA 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR (ST`03 SECTION @ HANDRAIL W/ PER FLOOR PLAN _._..---- STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL W JOB No. TM - 2150404 STO GENERAL LAN D I N G (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. FLOOR TRUSSES ° — l' -O" �ILd, - - ___-- SCALE: 314 - 1-0 � SCALE: AS INDICATED SCALE: 3/4" = 1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID - -- STAI R FRAMING INFO UNDER BEAMS LESS THAN 2x12) SECTION X -X SAN ORD DATE: 04/27/15 RI�� 15--158 6 ST1 thexpressed,written consent of MONTA CONSULTING &DESIGN OF WMR & ASSOCIATES INC. is strict) prohibited. _COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without e Y p