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HomeMy WebLinkAbout154 Big Spring Ter 15-1584 New construction SFHTHORNBROOKE COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2xb 5U5 FA50I4 5HINGLE ROOF, ELECTRIC NEAT, 50 GAL. W.H., 200 AMP SERVICE/PANEL 50X, 6-8 DOORS THROUGHOUT, PAINTED KNEE WALL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. RECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAMINER §-2o-tS DATE SAN FORC►UI IILDING QIVISION 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 • U 1 GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESSES ' ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" LOT 56 THORNBROOKE 40 s �■ OCCUPANCY AND CONSTRUCTION TYPE; THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X° GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION r)ARI TNCTC N 2 -SR -S F1 Fv A SHALL ALSO BE P80TEGTEp BY NOT LE55 THAN 1/2 INCH 1121 mm) GYPSUM BOARD OR EQUIVALENT IN EXTERIOR FIN15HE5: JOB NUMBER 25002.114 • THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.I AND A5TM C926. INSTALLATION OF CAD FILE NAME LOT 56 EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103b.2 AND A51M C 1063. PROVIDE BOND ISSUED 04-06-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103b3 REVISED GARAGE LEFT`11111i/i STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 10b3 -0b (1.11.4.1 THIRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. , A" AND DELINEATE AREAS NOT MORE THAT 100 5:F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN \ «•®"`"®�•• • Fjo EITHER DIRECTION OR ALENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE LL.• b p. DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOORFRAMES SHALL BE CONSIDERED A5 L " �""' "1 " . ` Z TAYLOR MORRISON CONTROL JOINTS. - ` ` V! . •'�' r EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO6ION-RE515TANT 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 CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION DAVIS BEWS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DESIGN GROVP COV 1 1 2A1 2A2 - GENERAL NOTES, INDEX, SPECIFICATIONS N - SLAB INTERFACE PLAN -MAIN FLOOR PLAN NOTES - MAIN FLOOR PLAN DIMENSIONS DWELLING /GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB GORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIRE>MENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLI ABL ) : 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R9092b], 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LCPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES Sd FFFJ6x L L 00 3�Et J 0J N- eo NoC\I C02 '''=�M U) LL o�COI 08) N � O � O ZG I Iso STATE STREET EAST OLIXMAR, FLORu°A 3`%77 .913. 925.1300 TEL 813.928.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - 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 EST.1944 ■ n IN EXTERIOR FIN15HE5: JOB NUMBER 25002.114 • THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.I AND A5TM C926. INSTALLATION OF CAD FILE NAME LOT 56 EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103b.2 AND A51M C 1063. PROVIDE BOND ISSUED 04-06-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103b3 REVISED GARAGE LEFT`11111i/i STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 10b3 -0b (1.11.4.1 THIRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. , A" AND DELINEATE AREAS NOT MORE THAT 100 5:F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN \ «•®"`"®�•• • Fjo EITHER DIRECTION OR ALENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE LL.• b p. DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOORFRAMES SHALL BE CONSIDERED A5 L " �""' "1 " . ` Z TAYLOR MORRISON CONTROL JOINTS. - ` ` V! . •'�' r EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO6ION-RE515TANT 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 CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION DAVIS BEWS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DESIGN GROVP COV 1 1 2A1 2A2 - GENERAL NOTES, INDEX, SPECIFICATIONS N - SLAB INTERFACE PLAN -MAIN FLOOR PLAN NOTES - MAIN FLOOR PLAN DIMENSIONS DWELLING /GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB GORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIRE>MENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLI ABL ) : 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R9092b], 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LCPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES Iso STATE STREET EAST OLIXMAR, FLORu°A 3`%77 .913. 925.1300 TEL 813.928.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - 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 EST.1944 ■ n 2 V 1 - UPPER [-LOOK P L A N NOT Lb 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LCPE5 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 ■ n 2 R V 2 - UPPER FLOOR PLAN DIMENSIONS COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905:2.1. O 2CINTERIOR ELEVATIONS, STAIR SECTION, DETAILS CHIMNEY HEIGHT REWREMENT5: WHEN STANDARD OR OPTIONAL WOOD BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3' 0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER, 3A1 - FRONT ELEVATION "All TU5 AND 5HOJER AREAS: 3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN CEMENT, FIBER -CEMENT, OR GLA55 MAT ,YPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1258, 0325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 3A3 - BUILDING SECTIONS, FLASHING DETAILS TERMITE PROTECTION, 0 4A -MAIN FLOOR ELECTRICAL PLAN I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRAPE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501E TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE 5EALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, 0 d j� -1 V - UPPER FLOOR ELECTRICAL ❑ \ICAL PLAN No TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST i FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DCIuN,.P0UT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN S INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF,0 MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUSNI5HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 (/'1 V J PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE 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 (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE 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. % GAUGE (0,48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 0 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF 5ECTION5 M14113, EXHAUST FAN5 AND VENTING; ' 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR To ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, %0.0 OR OTHER AREAS IN51DE THE BUILDING: 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR Lr) ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE >= EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 0 "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY 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'S OFFICE FOR CORRECTION 2585 BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE To THESE • PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE. THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. • SHEETcov • 52'-4" 9'-0" 13'-8" JOB NUMBER 25002.114 CAD FILE NAME LOT 56 71-4" 1' 8" ISSUED 04-06-15 REVISED ELEVATION LU PITC 1.1-01 LL f x ro w � = C 0 to rLoO 8" G.M.U. WALL ABV. J �0) 60 N 'O YI~ 200rn M N y . r= :. >:t- _j `L � �E 00 Co N C 0 3�E_� i [LO » t o+'m 6. i 0 zz p 85H 52'-4" 9'-0" 13'-8" JOB NUMBER 25002.114 CAD FILE NAME LOT 56 71-4" 1' 8" ISSUED 04-06-15 REVISED ELEVATION LU PITC 1.1-01 LL f 65'-4" CL DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLOR]DA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E>Er4VER. EST. 1994 (n on C) uj 0 0 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES to o Ln G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE >= 0 2585 ILD//v o, F11�N� SLAB INTERFACE PLAN GARAGE LEFT 8 77 WALL ABV_ � = 8" G.M.U. WALL ABV. I LAV UA - 4" P.Y.C,SII 85H no)cL _ - - -J = - 3/4" CONDENSATION TILE _ I AIR HANDLER ISI L_ oQJU11 31.81119 -o DRAIN BY PLUMBER I LINE5 FROM ISI r - ABV.OWE - UPPER FLOOR I I a, 5'-4" 20 -11 21-111 11.8113,-Iol, I lid 3'-0"x3-0" A/C PAD (5EE MECH. I CONTRACTOR 28' 8" - I 10'-11" 8' 1" 2' 8" 2' 0" n• PAVERS FOR LOC.) I n1-111 121-1311a, 3/4" RECESS a' n, C �� FOR ENTRY DR. N I I= ROUGH IN 3/4" CONDENSATION AIR HANDLER DRAIN BY PLUMBER I I LINES FROM NOTE: 13 �� 2� -5�� I8 -6 I 8 4" P.V.C, UPPER FLOOR ALL SLAB ANGLES m i NOTE: n ARE AT 45° (U.N.O.) PROVIDE GAS DROPSo I (IF REQUIRED) FOR ALL 2. 1I r- i GA5 APPLIANCES. N i (VERIFY LOCATION OF PAVER DRIVE / LEADWALK -h \ ALL GAS APPLIANCES ON _ REFERENCE i FLOOR PLAN PRIOR TO E, ,.EyAT�4N < i ANY CONSTRUCTION) Lu o woo -o" \\ >\ r W LA \�\�F`o PITCH I e PITCH L"' `r cO v J C.J. TO DRAIN — A1/8" / FT. PROVIDE WATER 3 6° --- --- -------------------------------------- I ^AA " r, o LINE FOR ICE MAKER _ 117-76 SLAB I 3A3 OF REF. I 204" $ G.C. VERIFY ACRYLIC _ I ON LANAI 8.. 8.. I I 50 GAL. W.N. W.N. 65'-4" CL DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLOR]DA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E>Er4VER. EST. 1994 (n on C) uj 0 0 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES to o Ln G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE >= 0 2585 ILD//v o, F11�N� SLAB INTERFACE PLAN GARAGE LEFT FLAT HEADER T.O.M. 13 TEMP. 5N. 9'-4" ND. AT 8' 0" AT 8' 0" APF. AF.F. W.G. — _ T.O.M. T T � I PAVERS PWDRI 147lb E ENTRY '-4" PLT. HT. I _ N.B. r ----I r---1 JOB NUMBER 25002.114 13'06-0" A/C I 13'-0"x3-0" A/C I ISSUED 04-06-15 IPAD (SEE ME0. (PAD (SEE MECO. REVISED N Cb V/ � cm (CONTRACTOR I IGONTRACTOR I c � . r r••«««4, ��' yw�« • oo- ♦ o N ,� H • FOR LOG.)— FOR LOC)— i •• CALL �� L aco O 0 r _j 0 l C 00 Lu 26" v' r 0 � Q w 22 5H 32 5H W �• a a1- 0 Q T Z���t FLAT HEADER T.O.M. 13 TEMP. 5N. 9'-4" ND. AT 8' 0" AT 8' 0" APF. AF.F. W.G. — _ T.O.M. T T � I PAVERS PWDRI 147lb E ENTRY '-4" PLT. HT. I _ DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OUXMMk, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER PAVER DRIVE / LEADWALK _ EST. 1994 F�=— JINSULATE ABOVE k /I -I 1 /I GARAGEI Q 20'-O"x2O'—o" � l 9'-4" PLT. HT. -vel 1� 1 w1 � 3A3 Lu zI o IN5ULATE Q I W �? WALLS Lu 0 �1 50 GAL. W.N. L-_------ T.O.M. 0 W.N. 81.411 A.F.F. 0 T.O.M. N.B. 9'-4" A.F.F. REFER TO SHEET 2A2 0 FOR MAIN FLOOR PLAN'DIMEN51ON5 rtilo 0 r"411 TYPICAL MASONRY x w JOB NUMBER 25002.114 CAD FILE NAME LOT 56 to TOO JLo ISSUED 04-06-15 0 J N 0/ REVISED N Cb V/ � cm 21" 31" c � . r r••«««4, ��' yw�« • oo- ♦ o N ,� H • ga 0. ems.- d +� s`y tom• 0 L >JM i •• CALL �� L aco O 0 r _j 0 l C 00 [=s 0J, 26" v' r 0 1/2 32 5H 22 5H 32 5H W 0 Q T Z���t DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OUXMMk, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER PAVER DRIVE / LEADWALK _ EST. 1994 F�=— JINSULATE ABOVE k /I -I 1 /I GARAGEI Q 20'-O"x2O'—o" � l 9'-4" PLT. HT. -vel 1� 1 w1 � 3A3 Lu zI o IN5ULATE Q I W �? WALLS Lu 0 �1 50 GAL. W.N. L-_------ T.O.M. 0 W.N. 81.411 A.F.F. 0 T.O.M. N.B. 9'-4" A.F.F. REFER TO SHEET 2A2 0 FOR MAIN FLOOR PLAN'DIMEN51ON5 rtilo 0 r"411 TYPICAL MASONRY X111\�I���I�IIIIII���II�A♦ JOB NUMBER 25002.114 CAD FILE NAME LOT 56 ISSUED 04-06-15 REVISED 2011 21" 31" 5311 r••«««4, ��' yw�« • oo- ♦ o N ,� H • ga 0. ems.- d +� s`y tom• 0 i •• CALL DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OUXMMk, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER PAVER DRIVE / LEADWALK _ EST. 1994 F�=— JINSULATE ABOVE k /I -I 1 /I GARAGEI Q 20'-O"x2O'—o" � l 9'-4" PLT. HT. -vel 1� 1 w1 � 3A3 Lu zI o IN5ULATE Q I W �? WALLS Lu 0 �1 50 GAL. W.N. L-_------ T.O.M. 0 W.N. 81.411 A.F.F. 0 T.O.M. N.B. 9'-4" A.F.F. REFER TO SHEET 2A2 0 FOR MAIN FLOOR PLAN'DIMEN51ON5 rtilo 0 r"411 BUIL)/� — �j >m HATCHING LEGEND 0 ko INSULATE WALL 0< .. I Fmm� MAIN FLOOR PLAN NOTES GARAGE LEFT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 21" 31" 5311 WINDOW CALL -OUTS L7 26" v' 12 5H 1/2 32 5H 22 5H 32 5H W = 39" 13 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 SN 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H �--+ z 12" 3: 16 5H 1/2 36 5H 26 5H 36 5H �c G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOJ5, w WINDOW 51ZE5 AND INSTALLATION MAY VARY PER ~O MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (5INGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) BUIL)/� — �j >m HATCHING LEGEND 0 ko INSULATE WALL 0< .. I Fmm� MAIN FLOOR PLAN NOTES GARAGE LEFT REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES Ell 1'-8" 8" 29'-0° -8" 151-011 65'-4" • x ro w C0 '' Lo a 0 r �0,11�M N m , 'v ?;JM v L ��•,� • 1'-8" 8" 29'-0° -8" 151-011 65'-4" • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 REVISE v,Y1Bi�1�YY/ Nf 10 r r Cr: Me DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER.. EST. 1994 (A 0 0 ce REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES 0 o Lr) F� >11"m 0 -< 25851. ,va�UILo, ti� (844Nv7No � a �RTtvit-rte MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT • x ro w C0 '' Lo a 0 �0,11�M N m , ?;JM L ��•,� • 00w LL 0 � N p . !p Cl) Z�Let • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 REVISE v,Y1Bi�1�YY/ Nf 10 r r Cr: Me DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER.. EST. 1994 (A 0 0 ce REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES 0 o Lr) F� >11"m 0 -< 25851. ,va�UILo, ti� (844Nv7No � a �RTtvit-rte MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT 3050 5H. HD. AT T-8" * EGRESS 5-0x6-8 BFD R/5 _I GLG. I 2.4x6-8 BFD BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. i TYPICAL WOOD FRAME x m w • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 U too to MI20" REFER TO 5HEET 212 p F 36" 48" N. n LL ,A Y/ O000) -OUTS FOR UPPER FLOOR sm N co y sJm " L `m °CO>LL .. ,� PLAN DIMENSIONS 00 ci aJ�o w O CO' 3�E LL 24" 1820 F.G. _ N _ 0 . ip 3020 F.G. 4020 F.G. 41 0.-c 0 ZG2 -t PROVIDE 0 36" 1830 5H 2030 5H 3030 5H 2030 TEMP. 5H. PAN AND DRAIN 24" H. A/C HD. AT T-8" UNDER A.N.U. PLATFORM 0 1840 5N 2040 5H 3040 5H 4040 5H z 2-6x6-8 BATH„ 2 W.G. Lay. sol] co 60" GPT. TILE 9 -0 3050 514 4050 5H 12" 1860 5H 2060 5H 3060 5H _= �e GLH cx WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. Cp REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -514, GA5EMENT- C5MT, OR FIXED GLA55- F.G) BATH 3 BEDROOM 4 LAv. UJ.C. g .m Lu 13'_6"x11'-0" 9'-0" FLAT CLG. BEDROOM 2 - CL 13'-4"x12'-8" a 9'-0" FLAT CLG. rJ� 4 9 0 m 4 Q PROVIDE 42 H PAN AND DRAIN L -j LOW WALL UNDER A.N.U. 2.6x6-87 - x6 8 9' 0" BFD GLG, DOWN N I N0.2 2-6x6-8 42" H. 42" H 24" N. A/C I FLUSH FRAME LOW WALL LOW WALL PLATFORM 2x4 TO FURRING CLG. FRAME BELOW WALL "' X N LL Q /OPEN N TO LOFT BELOW 11'-0"x14'-4" 9'-0" FLAT CLG: W I e f Q< FLU5HFRAME TO FURRING BELOW 2 - 3050 5H. HD. AT T-8" 2x 2x4 FRAME FRAME WALL WALL 3050 5H. HD. AT T-8" * EGRESS 5-0x6-8 BFD R/5 _I GLG. I 2.4x6-8 BFD BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. i I� 1 I O • I AA I �a� I I ----.---------------------..-_ I /C - W REFER TO SHEET 252 FOR UPPER FLOOR V) PLAN DIMENSIONS ne 0 rt,00 TYPICAL WOOD FRAME x m w • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 U too to MI20" 0 p F 36" 48" N. n LL ,A Y/ O000) -OUTS sm N co y sJm " L `m °CO>LL .. ,� rw ci_- 00 ci aJ�o w O CO' 3�E LL 24" 1820 F.G. _ N _ 0 . ip 3020 F.G. 4020 F.G. 41 0.-c 0 ZG2 -t 0 I� 1 I O • I AA I �a� I I ----.---------------------..-_ I /C - W REFER TO SHEET 252 FOR UPPER FLOOR V) PLAN DIMENSIONS ne 0 rt,00 TYPICAL WOOD FRAME DAVIS BEWS DESIGN GROVP • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 REVISE kilillirri9y, MI20" p F 36" 48" F-- LL WINDOW CALL -OUTS " 20" z .. ,� rw ci_- 3;018 F.G. 4018 F.G. w le I� 1 I O • I AA I �a� I I ----.---------------------..-_ I /C - W REFER TO SHEET 252 FOR UPPER FLOOR V) PLAN DIMENSIONS ne 0 rt,00 TYPICAL WOOD FRAME DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE 150 STATE STRF..6T EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 I� 1 I O • I AA I �a� I I ----.---------------------..-_ I /C - W REFER TO SHEET 252 FOR UPPER FLOOR V) PLAN DIMENSIONS ne 0 rt,00 u -9::k 2585 �UILU/tiC • TITLE —,/, � i — SANFORD UPPER FLOOR PLAN NOTES x: NOTES UPPER FLOOR PLAN 5GALE: 1/4" = 1'-0" GARAGE LEFT TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS MI20" 24" F 36" 48" F-- 11N WINDOW CALL -OUTS 20" 1818 F.G. 2018 F.G. 3;018 F.G. 4018 F.G. w = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5N 2040 5H 3040 5H 4040 5H z 60" �s 1850 5N 2050 5N 3050 514 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5N �e G.C. VERIFY ROUGH OPENINGS FOR ALL UJINDOW5, � w WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. 0 Z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -514, GA5EMENT- C5MT, OR FIXED GLA55- F.G) u -9::k 2585 �UILU/tiC • TITLE —,/, � i — SANFORD UPPER FLOOR PLAN NOTES x: NOTES UPPER FLOOR PLAN 5GALE: 1/4" = 1'-0" GARAGE LEFT M RA' -A" CS'ANRD��\ *15-1584 UPPER FLOOR PLAN DIMENSIONS- 5CALE:GARAGE LEFT • X ro • JOB NUMBER 25002.114 • C U bo DESIGN GROUP 0 -j 150 STATE STREET EAST OU)SMAk FLORIDA 34677 813.925.1300 TEL r• W W W.DAWSBEW&COM TAMPA • DENVER v%N 00) � cm "hp"^s,., a es ♦ i'. ' � ea. a ,`®e 0' x. >=JM L L °�E• Ln 00 aJ'0� ywe Q CV C7 o`roC8 ALI '0 e 3�E�_ le ��, Q or4 C o =*'m *+ z��� ee®eel�•®� Q •may e�0� ��� CS'ANRD��\ *15-1584 UPPER FLOOR PLAN DIMENSIONS- 5CALE:GARAGE LEFT r� • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 DESIGN GROUP ISSUED 04-06-15 150 STATE STREET EAST OU)SMAk FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAWSBEW&COM TAMPA • DENVER EST. 1994- "hp"^s,., a es ♦ i'. ' � ea. a ,`®e 0' x. •� LL. Des Ln Q ywe Q CV C7 �) ALI '0 e ( Q r 4 ee®eel�•®� Q •may e�0� ��� CS'ANRD��\ *15-1584 UPPER FLOOR PLAN DIMENSIONS- 5CALE:GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OU)SMAk FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAWSBEW&COM TAMPA • DENVER EST. 1994- CS'ANRD��\ *15-1584 UPPER FLOOR PLAN DIMENSIONS- 5CALE:GARAGE LEFT • JOB NUMBER 25002.114 CAD FILE NAME LOT 56 ISSUED 04-06-15 REVISED • • •— 1.1., e p at �vE a C%i ., '° 1? i ®� a a. DAVIS BEWS DESIGN GROUP 150 STATE STR.EET EAST OLDSMAR, fl.OMA 34677 813.92.5.1.300 TEL 813.925.1800 FAX WWWnAVISBEWS.00M TAMPA • DENVER -� EST. 1994 V) O 0 0 r'000 Z I u 42" N. 36" N. CONTINUOUS LOW WALL GRASPABLE 3/4" PLYWD. V) RAILING OPT. 8" TRAY CLG. BEAM DECKING IN MASTER SUITE LINE OF 6'-8" MIN. BEAM t5Y5TJEM NEAP CLEARANCE FLOOR SYSTEM / n ^000 • • x m r0 J Lo O J N , OPEN TO C4 N 0000 L cl 42' N. 10.00" 2x STRINGERS co LL 0 0 co 0, 1- 111,01- T O LOW WALL L�t_Ci p 1 t 0 o Z-�d -i-I I" NOSING u u • JOB NUMBER 25002.114 CAD FILE NAME LOT 56 ISSUED 04-06-15 REVISED • • •— 1.1., e p at �vE a C%i ., '° 1? i ®� a a. DAVIS BEWS DESIGN GROUP 150 STATE STR.EET EAST OLDSMAR, fl.OMA 34677 813.92.5.1.300 TEL 813.925.1800 FAX WWWnAVISBEWS.00M TAMPA • DENVER -� EST. 1994 V) O 0 0 r'000 Z I u 42" N. 36" N. CONTINUOUS LOW WALL GRASPABLE 3/4" PLYWD. V) RAILING OPT. 8" TRAY CLG. BEAM DECKING IN MASTER SUITE LINE OF 6'-8" MIN. BEAM t5Y5TJEM NEAP CLEARANCE FLOOR SYSTEM / n ^000 11 TREADS AT 10.00" EACH , TY P ■ ARCHWAY >= A SCALE: 1/4" -- 1'-0" STAIR SECTION0 SCALE: 1/4" - 14" mj 0 RIT" EC�� �w1 PLAN D 1/4" - I'-0" GARAGE LEFT OPEN TO FAMILY ROOM 42' N. 10.00" 2x STRINGERS LOW WALL IIT�YPIe) -i-I I" NOSING u u r (TYP.) rz STORAGE `A Q UNDER n, 2x TREADS AND STAIRS Ix RISERS ITYP) N 11 TREADS AT 10.00" EACH , TY P ■ ARCHWAY >= A SCALE: 1/4" -- 1'-0" STAIR SECTION0 SCALE: 1/4" - 14" mj 0 RIT" EC�� �w1 PLAN D 1/4" - I'-0" GARAGE LEFT OPEN TO FAMILY ROOM 11 TREADS AT 10.00" EACH , TY P ■ ARCHWAY >= A SCALE: 1/4" -- 1'-0" STAIR SECTION0 SCALE: 1/4" - 14" mj 0 RIT" EC�� �w1 PLAN D 1/4" - I'-0" GARAGE LEFT • x t� w DAVIS BEWS NUMBER 25002.114 • V r0 DESIGN GPOVP J h �, O l do n 04-06-15 fO 2000) EST. 1994 (:— -/ d ..- � ti.. >>Jm 5 jL 0 0 cu O c8 Y E iL N .O m 4 zz2v o •o �d ®� ®o•00000®®Mi, �'�v • jii uMk� 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED6 12 /SHINGLE 12� SAND FINISH ROOF TEXTURED BANDING z DAVIS BEWS NUMBER 25002.114 • -JOB CAD FILE NAME LOT 56 DESIGN GPOVP O l w 04-06-15 W W W.DAVISBEWS.COM TAMPA + DENVER EST. 1994 (:— a � Y o •o �d A eIlk cv F,.}, I °' ` ! CL Ri ®� ®o•00000®®Mi, �'�v • jii uMk� 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED6 12 /SHINGLE 12� SAND FINISH ROOF TEXTURED BANDING z DAVIS BEWS DESIGN GPOVP O OUy&AR, FLORIDA 34677 w 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVER EST. 1994 (:— a � Y THICK ,/ 12 G.G. VERIFY /SHINGLE Q6 ALUMINUM OVER ROOF/ 2x6 5U5-FA5CIA (TYPICAL) PLT. Hr. PLT. Hr: 4" BANDING (TYP.) 1'-4" W. x 54" H. J� � stucco Stucco DECORATIVE FIXED SHUTTERS FINISH FINISH I'-4'! W. x 5'-0" H. b 7 7 DECORATIVE FIXED 5HUTTER6 TYP. CROSS-SECTION OF RAISED DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OUy&AR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVER EST. 1994 (:— 4" BANDING FINISH BANDING AND 6� /SHINGLE ab �HINGLE Q� (TYP.) C) TEXTURED / AND FINISH KEYSTONE _ SECOND F.F. LINE ROOF ROOF 7 SECOND FF. LINE OR S - 5CALE: 3" - 1'-0" "' T.O.M. TOM: =r 6" BANDING a BANDING =' w m 6" BANDING 4" BANDING TEXTURED rExruREp It FIN15He FINISHzn F AIR OPENING HEIGHTSTH 0 MING OF AN OPERABLESANDINGTS, WHERE E PETED MORE THAN 12 IINCHE5 ABOVE THE5 DG FIN15HED GRADE OR 5URFACE BELOW, THE LOWEST PART MAIN FF. L OF THE CLEAR OPENING OF THE WINDOW SHALL BEA INE — _ _ — - MAIN FF. LINE MINIMUM OF 24 INGHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT GRADE LINE D SANDING GRApE LINE ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE (ASSUMED) DOOR SURROUND (ASSUMED) SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICE6 AND WINDOW GUARDS, FRONT ELEVATION WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER 2010 SCALE: i/4" = 1' 0" F.B.C. RESIDENTIAL CODE 8612.3 c RTU��� ELEVATION "Al GARAGE LEFT I •TITLE • FRONT ELEVATION DETAILS • • II 3A 1 II I i dl LANAI ROOF VENT REQUIREMENTS G.C. VERIFY THAT 33.25 50. IN, OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER K ro LANAI ROOF VENT REQUIREMENTS G.C. VERIFY THAT 33.25 50. IN, OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER r------ I � I ------------ ------ 6:12 12�� I2 6� 12 6 SHINGLE Q6 SHINGLES ROOF Lu o I - PLT. NT. ROOF -- PLT. HT. K ro S ROOF ro — C /SHINGLE a6 Qh� I �' 0) I N ROOF .�N0M \12 =JM PLT. Nr. ANLL PLT. Hr.I r =*'m o Zr�� ---------- - - - - - - - 6:12 "- I I i °' 5rucco FINISH% / SHINGLE STucco FINISH � f STucco FINISH% / /SHINGLE , a' 2 6:12 SECOND F.F. LINE 412 8„ ROOF SECOND F.F. LINE 8 ROOF _SECOND F.F. LINE = T.O.M. _ T.O.M. _ �; /TEXTURED FINISH TEXTURED FINIS�H7 @ �, /TEXTURED FINISH MAIN F.F. LINE- - - - - - - - - - - - - - - - - -MAIN F.F. LINE, I I UPPER ROOF VENT REQUIREMENTS GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) G.C. VERIFY THAT 35139 50. IN. o 6:12 -��. -~� 6:12 I OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 AGQUIREp. LEFT ELEVATION VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SCALE: 1/811 = I' 0" SPECIFICATIONS OF NET FREE I I I AREA PER VENT: �e I yio i Lu I Ga 1 I 6:12 1 1 I I �Q Ly r------ I � I ------------ ------ 6:12 12�� I2 6� 12 6 SHINGLE Q6 SHINGLES ROOF Lu o I - PLT. NT. ROOF -- PLT. HT. ■ LOWER ROOF LSTUGCO STUCCO VENT REQUIREMENTS FINISH] * F.G. F.G. FINISH C) GF . VENTILATION 1 6.93 5Q. IN. SECOND FF. LINE / SOI ZE `4 SECOND FF, LINE 0 E L THROUGHUPPER T.O.M. $ R 2/3 OF ROOF 15 ACQUIRED. _ VERIFY QUANTITY OF ROOF VENTS W --------------------------- REQUIRED, PER MANUFACTURER'S TEXTURED TEXTUREq SPECIFICATIONS OF NET FREE a; e FINISH 1'0 AREA PER VENT. FIN15H zo -�. � OVERHANG TEMP. AT HIP AA MAIN FF. LINE _ _ _jj_ MAIN FF. LINE 3A3 GRADE LINE GRADE LINE (ASSUMED) (A55UMED) .ROOF P REAR ELEVATION Z oC SCALE: 1/8" I'-0" SCALE: 1,8" : I'-0" M0 V) G1L' H 0 oC ce 0 12 1- 6% 126 1 SHINGLE 12 -SHINGLE 12 ROOF 6� ROOF a6 PLT. HT. _ _ _ _ _ _ PLT. HT. _ ` to STUCCO %� Lr) FINISH /STUCCO TEMP. ZSTUCCO SHINGLE* co FINIS>I�7 FIN15H I/2" THICK 12 % � R /� SHINGLE SECOND F.F. LINE 5ECOND F.F. LINE SAND FINISH M SECOND FF, LINE ROOF 6� 8>= _ KEYSTONE = T.O.M. T.O.M. _ (IF APPLICABLE) �* K, RAISED SAND FINISH TEXTURED BANDING NOTE: z TH15 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE '> APPLICABLE) F THICKNESS IS TO BE `Xl' DIFFERENT IT WILL BE CALLED OUT AT APP^1PIr. ICFYNnTF CAI I .011T ni iJ 3/4" THICK TEXTURED TEXTURED = FINISH 7 FINISH 7 �l TEMP. �l MAIN F.F. LINE �� MAIN F.F. LINE • ------ - ------ ------ _ _- 258.5 GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION �I� TIEAR • ti�� SIDES AND REAR ELEVATIONS ROOF PLAN N SCALE: I/8" = 1.0" �Eh�, DETAILS A�lf?7 MFS TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE ELEVATION ��Ar� SCALE= 3" : I'-0" GARAGE LEFT K ro • JOB NUMBER 25002.114 • C U rO REVISED Qh� �' 0) N .�N0M =JM L ANLL 0 0 � J T O r =*'m o Zr�� ■ LOWER ROOF LSTUGCO STUCCO VENT REQUIREMENTS FINISH] * F.G. F.G. FINISH C) GF . VENTILATION 1 6.93 5Q. IN. SECOND FF. LINE / SOI ZE `4 SECOND FF, LINE 0 E L THROUGHUPPER T.O.M. $ R 2/3 OF ROOF 15 ACQUIRED. _ VERIFY QUANTITY OF ROOF VENTS W --------------------------- REQUIRED, PER MANUFACTURER'S TEXTURED TEXTUREq SPECIFICATIONS OF NET FREE a; e FINISH 1'0 AREA PER VENT. FIN15H zo -�. � OVERHANG TEMP. AT HIP AA MAIN FF. LINE _ _ _jj_ MAIN FF. LINE 3A3 GRADE LINE GRADE LINE (ASSUMED) (A55UMED) .ROOF P REAR ELEVATION Z oC SCALE: 1/8" I'-0" SCALE: 1,8" : I'-0" M0 V) G1L' H 0 oC ce 0 12 1- 6% 126 1 SHINGLE 12 -SHINGLE 12 ROOF 6� ROOF a6 PLT. HT. _ _ _ _ _ _ PLT. HT. _ ` to STUCCO %� Lr) FINISH /STUCCO TEMP. ZSTUCCO SHINGLE* co FINIS>I�7 FIN15H I/2" THICK 12 % � R /� SHINGLE SECOND F.F. LINE 5ECOND F.F. LINE SAND FINISH M SECOND FF, LINE ROOF 6� 8>= _ KEYSTONE = T.O.M. T.O.M. _ (IF APPLICABLE) �* K, RAISED SAND FINISH TEXTURED BANDING NOTE: z TH15 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE '> APPLICABLE) F THICKNESS IS TO BE `Xl' DIFFERENT IT WILL BE CALLED OUT AT APP^1PIr. ICFYNnTF CAI I .011T ni iJ 3/4" THICK TEXTURED TEXTURED = FINISH 7 FINISH 7 �l TEMP. �l MAIN F.F. LINE �� MAIN F.F. LINE • ------ - ------ ------ _ _- 258.5 GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION �I� TIEAR • ti�� SIDES AND REAR ELEVATIONS ROOF PLAN N SCALE: I/8" = 1.0" �Eh�, DETAILS A�lf?7 MFS TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE ELEVATION ��Ar� SCALE= 3" : I'-0" GARAGE LEFT DAVIS BEWS DESIGN GROVP • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 REVISED }'ell. ■ LOWER ROOF LSTUGCO STUCCO VENT REQUIREMENTS FINISH] * F.G. F.G. FINISH C) GF . VENTILATION 1 6.93 5Q. IN. SECOND FF. LINE / SOI ZE `4 SECOND FF, LINE 0 E L THROUGHUPPER T.O.M. $ R 2/3 OF ROOF 15 ACQUIRED. _ VERIFY QUANTITY OF ROOF VENTS W --------------------------- REQUIRED, PER MANUFACTURER'S TEXTURED TEXTUREq SPECIFICATIONS OF NET FREE a; e FINISH 1'0 AREA PER VENT. FIN15H zo -�. � OVERHANG TEMP. AT HIP AA MAIN FF. LINE _ _ _jj_ MAIN FF. LINE 3A3 GRADE LINE GRADE LINE (ASSUMED) (A55UMED) .ROOF P REAR ELEVATION Z oC SCALE: 1/8" I'-0" SCALE: 1,8" : I'-0" M0 V) G1L' H 0 oC ce 0 12 1- 6% 126 1 SHINGLE 12 -SHINGLE 12 ROOF 6� ROOF a6 PLT. HT. _ _ _ _ _ _ PLT. HT. _ ` to STUCCO %� Lr) FINISH /STUCCO TEMP. ZSTUCCO SHINGLE* co FINIS>I�7 FIN15H I/2" THICK 12 % � R /� SHINGLE SECOND F.F. LINE 5ECOND F.F. LINE SAND FINISH M SECOND FF, LINE ROOF 6� 8>= _ KEYSTONE = T.O.M. T.O.M. _ (IF APPLICABLE) �* K, RAISED SAND FINISH TEXTURED BANDING NOTE: z TH15 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE '> APPLICABLE) F THICKNESS IS TO BE `Xl' DIFFERENT IT WILL BE CALLED OUT AT APP^1PIr. ICFYNnTF CAI I .011T ni iJ 3/4" THICK TEXTURED TEXTURED = FINISH 7 FINISH 7 �l TEMP. �l MAIN F.F. LINE �� MAIN F.F. LINE • ------ - ------ ------ _ _- 258.5 GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION �I� TIEAR • ti�� SIDES AND REAR ELEVATIONS ROOF PLAN N SCALE: I/8" = 1.0" �Eh�, DETAILS A�lf?7 MFS TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE ELEVATION ��Ar� SCALE= 3" : I'-0" GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE. STREET EAST OMSMM, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 c--- ■ LOWER ROOF LSTUGCO STUCCO VENT REQUIREMENTS FINISH] * F.G. F.G. FINISH C) GF . VENTILATION 1 6.93 5Q. IN. SECOND FF. LINE / SOI ZE `4 SECOND FF, LINE 0 E L THROUGHUPPER T.O.M. $ R 2/3 OF ROOF 15 ACQUIRED. _ VERIFY QUANTITY OF ROOF VENTS W --------------------------- REQUIRED, PER MANUFACTURER'S TEXTURED TEXTUREq SPECIFICATIONS OF NET FREE a; e FINISH 1'0 AREA PER VENT. FIN15H zo -�. � OVERHANG TEMP. AT HIP AA MAIN FF. LINE _ _ _jj_ MAIN FF. LINE 3A3 GRADE LINE GRADE LINE (ASSUMED) (A55UMED) .ROOF P REAR ELEVATION Z oC SCALE: 1/8" I'-0" SCALE: 1,8" : I'-0" M0 V) G1L' H 0 oC ce 0 12 1- 6% 126 1 SHINGLE 12 -SHINGLE 12 ROOF 6� ROOF a6 PLT. HT. _ _ _ _ _ _ PLT. HT. _ ` to STUCCO %� Lr) FINISH /STUCCO TEMP. ZSTUCCO SHINGLE* co FINIS>I�7 FIN15H I/2" THICK 12 % � R /� SHINGLE SECOND F.F. LINE 5ECOND F.F. LINE SAND FINISH M SECOND FF, LINE ROOF 6� 8>= _ KEYSTONE = T.O.M. T.O.M. _ (IF APPLICABLE) �* K, RAISED SAND FINISH TEXTURED BANDING NOTE: z TH15 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE '> APPLICABLE) F THICKNESS IS TO BE `Xl' DIFFERENT IT WILL BE CALLED OUT AT APP^1PIr. ICFYNnTF CAI I .011T ni iJ 3/4" THICK TEXTURED TEXTURED = FINISH 7 FINISH 7 �l TEMP. �l MAIN F.F. LINE �� MAIN F.F. LINE • ------ - ------ ------ _ _- 258.5 GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION �I� TIEAR • ti�� SIDES AND REAR ELEVATIONS ROOF PLAN N SCALE: I/8" = 1.0" �Eh�, DETAILS A�lf?7 MFS TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE ELEVATION ��Ar� SCALE= 3" : I'-0" GARAGE LEFT S TAB 25 YR SHINGLE ON 15# FELT OVER. - 15# FELT ROOF SHEATHING SPECIFIED ON NAILING SCHED111,E ROOF OVER PRE-ENGINEERED ROOF TRUSSES 0 24 O.C, 12 HURRICANE STRAP PER rj 7TCH A6 ROOF FRAMINGPLAN PER ELEV \ 50FELT OVER METAL FLASHING / 5"x5" METAL FLASHING -SHINGLE ROOF PER w/TAR BETWEEN BIG. HGT. f 15,3" METAL CONTRACT ? FLASHING AND SHINGLES ... : x1 At.tDM, DRIP FDiili LASHING SHINGLE PER CONTRACT' 2x6. FASCIA I I `--VENTED ALUM, SOFFIT `\ SHEATH & EXT. FINISH ,,, . .... WINDOW FLASHING AS REQ'D `^^• 1x4 WINDOW TRIM DBL. HEADER - TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WEATHER .--FOLD UP WEATHER TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING MECHANICALLY FASTEN RESISTIVE BARRIER & ME RESISTIVE AS NECESSARY IN BARRIER TEMF>ORARIII.Y SECURE 1. INTEGRATE: INSTALLATION OF WEATHER RESISTIVE BARRIER WITH CORNJLT2w, 'I'HRC;,)IJGH tet., > FLASHING TO FORM WATER SHEDDING' LAPSW4Tj �~ `. FOLD UP WE ETHER FI'. A, HIN �i �' RESISTIVE BARRIER & e„ 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO Al .' TEMPORARILY SECURE WEATHER ^ �' `--� EXTERIOR ALLOW FOR FLASHING INSTALLATION RESISTIVE SHEATHING �F'S BARRIER 4. INSTALL HEAD FLASHING UNDER. WEATHER RESISTIVE BARRIER WALL. PER F11 AN TAPE .--SILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESNSTIVE BARRIER TAPE SER p�R ASSEIlnL.ED 1 P WEATHER RESISTIVE � ( �`""*. HARRIER .A WINDOW 2 x - FLASHING>" 6 tLL PLATE SEE DETAIL 8�EP ~�1 FLASHIN DO NOT FLASH O Q FOR OPTIONS) OVER BOTTOM 6' p 5"XA METAL FLASHING NAILING FLANGE ,✓'^ �� �:. ovfTAR BETWEEN HEAD T: LASHING TIE-IN \4j: �--CORNER PATCH FL.AS�11G AN,SI"IINGL INS;1Rl1C;.TIONS:NOTES: RUN KIC'MK+;)UA'T FLASHING 6" i. CUT, FOLD UP & TEMPORA RK.Y PAST EDGE OF ROOF SECURE_ WEATHER RESISTIVE 1 FLASHING TO RIE FLEXIBLE SELF ADHESIVE TYPE (MIN. // ROOF PER PLAN BARRIER ABOVE HEADER TO c IMIDE) FLASHING ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATI°IER RESISTIVE: BARRIER FROM TOP OF WINDOW .--..... .. FLASHING2. INSTALL HEAD FLASHING UNDER SILL PLATE IVE BARRIER NOTES: ". INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS .S, FOLDAWE�THER ES AIHt RESISTIVE 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE FLASHING AND WEATHER RESISTIVE �1, INSTALL FLA (Mi N. 6'� WIDE) MASHINGANDSEA[ WII`THpTAEE. BARRIER TO FORM WATER SHEDDING LAPS TYPICAL ROOF TO WALL FLASHING DETAIL ?. INSTAL.(.. FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL WINDOW FLASHING DETAIL 1, MECHANICALLY FASTEN AS NECESSARY N.T.S. PLN MEW N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. 2010 FBRC-..SECTION 703.8 EXTERIOR ERIOR WALLS Sid ALL, PROVIDE. 'I""HE 13'JILIDNG WITH A WEATHER—RESISTANT EXTERIOR WALL ENVELOF)E, .11HE EXTERIOR WAI....L ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, FERC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MAP`1NER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTIVE I>TIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES OPTION -p SHALL BE APLIED IN ACCORDANCE WITH ..I.HL MANUFACTURER'S SI°°'ECIFICATIONS OR'INSTALLAIION INSTRUCTIONS. .,, _ FLASHING G ASPHALI SATURA1LD FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEEI (0.683 kg/r-712) AND C,OMPLYIN(.� WITH ASTM D W DE:N 2 a � WEATHER—RESISTANT MAT -RIA . 'HALL BE APPLIED OVER STUD`.(; OR SHEATHING OF All EXTERIOR WAI_.l_S AS REQS -TIRED BY TART E R703.4. SUCH SIDING c��� ��.26NOR OTHER APPROVED ROVED WEATHER E. L 5 HELI OR MATERIAI..,, SHALL BE APP( IED HORIZONTAL I.Y, WITH THE UPPER I-AYER I...APPFD OVER THE LOWFR LA`I ER NOT I.,.F: SS THAN 2 INCHES 51 mrn). WHERE JOINTS SILL PLATE cOC;C'I FI LT' SHALL BE LAI'F'EC) NC) B LESS THAN 6 INCHES (152 rnrn). SEE: NOTE #' APPROVED CORRO .LION -RESISTIVE FLASHIN'C( SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL TI- __.. ,� _. S - c`- S EXTEND 1-0 TI -1E SURFACE OF THE EXTERIOR WALL FINISH AND SHEATHING —�CAVITY OR PENETRATION OF WATER TO TI - 1E ,w� I I-�..IC,I URAL FRAMING COMPONENTS. THE lE FLA..7I IINC� .-HAUL. EXE D WAI.I. 5 ,. ,. _ _ l,, __ �FLASHING' H � INSTALLED AT ALL OF �I°°(ALL BE INSTALLED TO PREVENT WATER I I�,��M KEEN C-EF;IN(� THE EXTERIOR WALL LNVLLUPE, APPROVED C04�h~;,_„_,IC}N RESISTANT SHALL BE NOTES: THE FOLLOWING LOCATIONS: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. fi' WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT TI...IAT SELF-- F"LAS1-iING WINDOWS HAVING A CONTINUOUS 3. INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS THAN 1 1/8 INCHES '(28rnrn) OVER 'THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE 4. WSTALIL FLA':SHiING AROUND REMAINING WIINUCW UNIT ADDITIONAL FLASHING JAMB FLASHINC MAY AI..,::0 BCS' OMITTED WHEN SPECIFICALLY APPROVED BY THE L UH—DING OFFICIAL, 5. WEATHER RESISTIVE BARRIER 1O FORM WATER SHEDDING LAPS 2, AT THE INTERSECTION OF"CI--IIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WIFFI-d PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPING`,;. 3. UNDER AND Al THF.. END`_ OF MASONRY, WOOL) OR METAL COPINGS AND SILLS. TYPI A FLA IN TAIL AT SI PLATE 4, CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. N.T.S. `T. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD- --FRAME CONSTRLICTION. 6. AT WALT... AND ROOF INTERSECTIONS. 7, AT BUILT --IN GUTTERS, REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER Q6 GIRDER GIRDER 6� TRU55 TRUSS ROOF TRUSSES 12 AT 24" O.C. 12 6� (TYPICAL I r Q6 L\ 2 STORY ❑ ❑ ❑ ❑ ❑ ❑' D ❑ VOLUME FT 0 0 BR. 3 0 0 12 FLOOR SYSTEM BEAM CONC. LINTEL ❑❑ FAMILY ❑❑ ❑❑ o0 LANAI D T. o ❑❑ SECTION AA SCALE: I/8" = 1411 11/2” THICK 5AND FIN15H KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING �: CLEAR OPENING HEIGHT5 J HI I Lij 3/41' THICK Q6 GIRDER ROOF TRU55 " TRUSS AT O.C. (TYPICAL) CAL) GARAGE TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" FMINIMUM G UNITS, WHERE THE OPENING OF AN OPERABLE LOCATED MORE THAN 12 INCHES ABOVE THE RADE OR SURFACE BELOW, THE LOWEST PART EAR OPENING OF THE WINDOW SHALL BE A F 24 INCHES ABOVE THE FINISHED FLOOR OF THE HICH THE WINDOW 15 LOCATED. OPERABLE OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 8612,3 • K DAVIS BEWS DESIGN GPOVP Z TAMPA • .DENVER. EST. 1994 01 O �N�M w •` N,, Q Lu L °coU. } L" 0 r.0 3�Ej1 J HI I Lij 3/41' THICK Q6 GIRDER ROOF TRU55 " TRUSS AT O.C. (TYPICAL) CAL) GARAGE TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" FMINIMUM G UNITS, WHERE THE OPENING OF AN OPERABLE LOCATED MORE THAN 12 INCHES ABOVE THE RADE OR SURFACE BELOW, THE LOWEST PART EAR OPENING OF THE WINDOW SHALL BE A F 24 INCHES ABOVE THE FINISHED FLOOR OF THE HICH THE WINDOW 15 LOCATED. OPERABLE OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 8612,3 • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 i(ISED r� oft w C1-. u -a • K DAVIS BEWS DESIGN GPOVP CU r 0 TAMPA • .DENVER. EST. 1994 01 NI �N�M •` N,, Jcq 3 m L °coU. 0 0 23.0 0 r.0 3�Ej1 o 4- r0*0 to r roh 111 z v v0 • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 i(ISED r� oft w C1-. u -a (n C)onNt 0 0 0 SHEATHING PER PLAN �■' 3s, 15 FELT DRAINAGE PLANE 5 1/811 STUCCO THIGKNE55 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD FRAME/MASONRYINTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 21' BELOW CMU 2 METAL OR PLASTIC EXPAN61ON JOINT Lr) III FROM TOP OF CMU 5 5/8 OR STUCCO 0 G M NTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE • INSTALLED OVER FRAME AND CMU 2585 X301 LD/ L WEEP SCREED DETAIL PER M.C.D. ENGINEERING SCALE: 3" - I'-0" SANFORO # ELEVATION "All GARAGE LEFT • TITLE • BUILDING SECTION FLASHING DETAIL DETAILS • SHEET P2 A 02 ,a DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OUXWM; , FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • .DENVER. EST. 1994 (n C)onNt 0 0 0 SHEATHING PER PLAN �■' 3s, 15 FELT DRAINAGE PLANE 5 1/811 STUCCO THIGKNE55 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD FRAME/MASONRYINTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 21' BELOW CMU 2 METAL OR PLASTIC EXPAN61ON JOINT Lr) III FROM TOP OF CMU 5 5/8 OR STUCCO 0 G M NTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE • INSTALLED OVER FRAME AND CMU 2585 X301 LD/ L WEEP SCREED DETAIL PER M.C.D. ENGINEERING SCALE: 3" - I'-0" SANFORO # ELEVATION "All GARAGE LEFT • TITLE • BUILDING SECTION FLASHING DETAIL DETAILS • SHEET P2 A 02 A/C DISCONN.A L_ --J L ---J W.P. -� GF.I. DIRECT VENT DRYER HORIZ «.' ' � -A *.- , ` _ , THRU EXT. WALL LAKE -UP -� DUPLEX CONVENIENCE OUTLET u I DUPLEX OUTLET ABOVE F_ - \ I WEATHERPROOF DUUPLEX COUNTER LET W.P. 22 V. I UTIL. - - - - - - � GROUND FAULT INTEMPTER DUPLEX OUTLET G.F.I.I \ �.F.�. L_ I_ GFI WALF-SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DEN I I PW Q I \ DUPLEX OUTLET IN FLOOR �-- I- -� ENTRY I 220 VOLT OUTLET I \ $ WALL SWITCH I _ I 13 TWREE-WAY SWITCH MAKE-UP / WP. I LIGHT 14 FOUR-WAY SWITCH Ip �� I ;Q' / / GF.i. DIMMER SWITCH CF.I, COACH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE PENDANT I AT 48" LIGHT �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE (VERIFY LOCATION) (- RECESSED INCANDESCENT LIGHT FIXTURE GF.I. AT 48" ( C. LIGHT FIXTURE WITH PULL CWAIN }- PUSHBUTTON FOR I—, TRACK LIGHT cM \FOYER / / GD. OPENER CH I \ FLUORESCENT LIGHT FIXTURE SD \ \ / / I 4 EXHAUST FAN 1 ;Q. EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR SMOKE DETECTOR jKITCHEN � � SMOKE /CARBON MONO. COMBO DETECTOR DINING / _ I I Kl TELEPHONE (OPTIONAL) / �✓ I -' �1- v -I I TELEVISION (OPTIONAL) Z� GF.I. GARAGE I (D THEW08TAT AT 4811 PENDANT I ELECTRIC METER (VERIOOD FY I VENC WI ELECTRIC PANEL LOCATION) - TO EXTERIOR I I DISCONNECT SWITCH OF WINDOWS s' lI cSPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING(LING PAN "o,O/ 50 GAL. W.H. � - - - - - - - - - GF.I.� _ y _ _ ELEC. „ ,� �; PANEL 200 AMP At 48 c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ IMG. COACH ROUGH -IN FOR OPT. CEILING FAN G .a MICROWAVE LIGHT e% Q, OUTLET +14" W.P. / G.F.I. FOR 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED T.Uji SERVICE ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. J4` (UNLESS ABV COUNTERTOP) =1 t:VISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS LIVING ROOMS PARLORS LIBRARIES DENS SUNROOMS RECREATION RDOMS • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 REVISED CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I DAVIS BEWS DESIGN GROVP J rO DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2008 406.1.1. 0 J n� 4/0 ALU. CABLE N' 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY MAIN DISCONNECT METER A/C DISC. ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. COMBO - SQUARED Lo a0JM 6, It IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL REFER TO FLOOR TYP. "14 AND "12 COPPER TO ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND AMPS. REQUIRED 3�Ei0 i � rod, PANEL �0 COPPER TO ORDINANCES. t 0.- WATER HEATER 400Z r L of UNDERGROUND "8 COPPER TO RANGE 1. EVERY BUILDING HAVING AFOSSIL-FUEL-BURNMG HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ALSO SERVICE TO BE BONDED PURPOSES. TO FOOTING STEEL 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR 15 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELECTRICAL RISER DIAGRAM • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 REVISED x ro DAVIS BEWS DESIGN GROVP J rO EST. 1994 �e 0 J n� N' N � 000) 0 O . " Lo a0JM `'i. �• oCo 3�Ei0 i � rod, t 0.- 400Z r L of • JOB NUMBER 25002.114 • CAD FILE NAME LOT 56 ISSUED 04-06-15 REVISED NOTE: • E252ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OFTHE NATIONAL 85 ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. TI TLE • O MAIN FLOOR ELECTRICAL PLAN 91 a MAIN FLOOR ELECTRICAL PLAN SHEET GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER EST. 1994 �e NOTE: • E252ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OFTHE NATIONAL 85 ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. TI TLE • O MAIN FLOOR ELECTRICAL PLAN 91 a MAIN FLOOR ELECTRICAL PLAN SHEET GARAGE LEFT HORIZ. l AVP I 1 ELECTfRICAL < DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �w.P. WEATHERPROOF DUPLEX OUTLET O&N. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUM-EX OUTLET SPECIAL PURPOSE OUTLET Ja DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECE56ED INCANDESCENT LIGHT FIXTURE *c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CANON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) , (!) THERMOSTAT ir7 ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIMAL) c 1 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT, CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS V.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AT 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLE6 AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLET$.... 14° TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND 69ALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOM6, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM6, RECREATION ROOM6, CLOSETS, HALLWAYS, AND 61MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.E 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED 1N THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GPD. 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10A-05, N.E.C. 2008, 2010 F.BL. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F05SIL-FUEL-BUR41NG HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE 614ALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALAW6 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN OUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION 6MOKE/CAR50N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. U i X15 -i SBi UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT JOB NUMBER 25002.114 CAD FILE NAME LOT 56 m•= DAVISQl�l I L BEWS DESIGN GROVP 150 STATE STREET EAST OLD8IMk FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER �� EST. 1994 F`-- 0 N .rn.2. ,Oxo M d Q�-JM `ILC 00 �69-or. O:g.? LLL 3�E (a �� roti 4•r z��° U i X15 -i SBi UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT JOB NUMBER 25002.114 CAD FILE NAME LOT 56 2585J. • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVISQl�l I L BEWS DESIGN GROVP 150 STATE STREET EAST OLD8IMk FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER �� EST. 1994 F`-- 2585J. • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES INDEX OF DRAWINGS W FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD Q 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 SHEET SHEET TITLE ITLE 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. - 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 STRUCTURAL NOTES MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE . PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT S2 FOUNDATION PLAN Z w ~ (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE SrJ i DOWEL PLACEMENT PLAN CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. 1� W z 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 0 OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING PLAN ' CAST IN PLACE CONCRETE � � PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF S4.1 NOTES & CONNECTOR LEGEND 2500 PSI, A SLUMP OF 4" PILUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR Z U AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT /� p p z W 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF F RAM I N G 1- LAN _ CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR C)3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN < WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE �+ 0 THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR SD 1 FOUNDATION DETAI Lal p THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. J 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN/� LL REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE SDZ GENERAL DETAILS o - - ----- -- "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS N 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD SD3 GENERAL DETAILS W W BEND) AROUND CORNERSOR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH H W AT EACH END SHALL BE PROVIDED.LL THE LATEST EDITION OF ANSI TPI 1. S D4 GENERAL DETAILS 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. SD5 TWO STORY DETAILS _�� 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF � a ��,�t,��'���[�®// W � BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY w``�� �7�,�g�'+P a N 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SD6 TWO STORY DETAILS {° �•„•••°"••®•®."�%j�.� W o 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: *tca �a. ;, Z Z HOT -DIPPED ZIONC COATED GALVANIZED STEELR PRESSURE STAENL SOOD EEL, SIBICON BRONZE TOP CHDORD: PSF (SHINGLE TYPE ROOF COVER) ST 1 GENERAL STAIR DETAILS „� ` * � ® � � V FASTENERS SHALLE OF < OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) s';° ?� * < 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) UPDATES � •� �"*",� � � o OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF • ; ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS A) FLOORS = 40 PSF NUMBER DATE DESCRIPTION z �i� �I,�, p��,�`� � U - MASONRY WALL. CONSTRUCTION B) BALCONIES = 60 PSF ! 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) � /// 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF /s�011�II,.11���w CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF1 5/9/ZO14 CREATED ELEV. A, B, C AND ELEV A WITH BONUS, w 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: WITH MASTER 2 AND WITH BONUS &MASTER 2FLOORS 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)ALCON = 15 PSF 0 B) BALCONIES = 15 PSF 2 7/8/2014 CREATED .ECFV. C W/ TRUSSWAY TRUSSES O B 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE O SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS Z 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURERS DRAWINGS CREATED ELEV. C W/ BONUS - TRUSSWAY ViiIIIl� FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3 12/18/2014 `r '` N RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING TRUSSES c''� CO Q PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE W i 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 4 1 /29/2015 CREATED ELEV. BSTD -TRUSSWAY TRUSSES 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" Q oO FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 a:POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND U - E 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. 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM p ;�C+ 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 M#1 HIP MASTER PER BILL YOUNGMAN'S REQUEST 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 z 1' 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 O FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES O ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. L > " 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 PER TB -56 p m 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 a DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CCB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. CONSTRUCTION SHALL BE. THE RESPONSIBILITY OF THE CONTRACTOR ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). 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 EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W! (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IIS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS E = 1,800,000 Win' U.N.O. E = 2,000,000 Wine U.N.O. Fb =2500 Fb = 3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 11= 3000 Fc J= 900 Fc j = 900 Fv =285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. WP (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE, EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2.' STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL &EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED Ito SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT 'AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM+1/2"-1-1%2 GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 -ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). 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 9'-0" x T-0" 16'-0" x T-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAMQq 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 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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. D W 0 W &g� j W &,n N j 1,I Z Drs �z0 �SE.�Ic gS J (n1*4WZ U) Z= g� << E 0 W53 1 U Q !- >LL1z o� LL 0 > LLJI- W co ] 0 s Z d" ] 0 �- LO C (' Z Z 0 0 w � � Q � 1 00000 LO U l- pC N m V 0Z 2 W J W W Q _ F- 2 F- 7 C STRUCTURAL ENG: CFG / BAD i DRAFTING. -STRUCT: BM QC CHECK: CC JOB No. TM 2150341 _ ..... -- --- A SCALE: AS INDICATED DATE: 04/15/15 S1 A/C PACT I A/C C9 FOUNDATION NOTES: w 1. PROVIDE MIN. 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 EXCEEDSSPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION), 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. F- LAP SPLICES SHALL BE NO LESS THAN 25". W 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR ❑ RECESSING DOOR SILLS. W Z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. LU 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0U SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) Z U CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE z o THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 0W USE ALTERNATE APPROVED METHOD. = Q 0o 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q COMMUNITY & COUNTY CODES. ❑ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL ry SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE -j AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION U- INSTRUCTIONS. . - - - ---- - 0 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED H Q� DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO IL DETERMINE STEP LOCATIONS IF REQUIRED 0 111111// 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS \\\\\ /'✓� AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD�+��� FOOTING STEP DOWN AND CORNER INFORMATION. •®••••®••.••ddit. r�,� t2 N 1" may. 'IV LA 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE A•• d j _W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHN Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION '`L < U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER'u� COMPACTION: 2000 PSC (SEE SOILS REPORT AND SPECIFICATIONS • t°�✓• •4 a FOR COMPACTION REQUIREMENTS), IF SOIL CONDITIONS IN THE '. �• ,� `•"®�❑ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL ®®••®w ��$ J CL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO :E J J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ss /;/,111111\\\ x .A , LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM 1557 ( MODIFIED PROCTOR). LU THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF 0 O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z C v 0 Q NG SIZES PENDING DEPTH OFF STEMWALL. STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENTRND ` 'j J ry FOOTING SCHEDULE a ` 1 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. 0tf �� ILII U zIQ O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. O��,r 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. L 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA, WAY MIN (5) # 5 E.W. U <8> .6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z v� 0 < Z O 36 x36 x12. dp w/ #5's @ 6 O.C. EA. WAY MIN (6) # 5 E.W. U (0 -1 8 W O °f U) N 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. zz z M O a ' �r 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. UO H N F O J (n�Z 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. U) 0 t = ''' C r 0 O Q<QWzQE 5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z V of O O W Q f' z-� Z LL O o W z W SYMBOLS LEGEND_ W a ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 2 TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). (D Z_ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. ❑ Q TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z LU � a Z �- 0 ato z F- Zfi0 3:� M J 1 F- Y LU z 00`00 COMPACTION TEST 2 N REQUIRED W ❑ I'_" J m Results to be Verified _ U O LJJ LV Z at Slab Inspection W J --) 0 W Q Q _ v0- H W STRUCTURAL ENG: CFG / BAD Q DRAFTING: gUIIQ�� H W ..._-STRUCT: BM -- -. - -. . --..._ .... S41VP — QC CHECK -----._.. CC - O ����11TA�a� JOB No. — - ....--- TM - 2150341 - = SCALE: AS INDICATED DATE: --- 04/15/15 FOUNDATION PLAN_ 1/4"=1 1-011 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. its strictly prohibited. 1 1,111 LAI -111 J L.1_ -- _ _ �. 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.). ❑ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. - -. J Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. H z w D w Z X0 o O CL (D CE z 0 0 U) J_ w co t� Q.' 0 LL d O N LU w LL O ®,rrnr�rrr®' W w ro w 0 Z LU LLz�Ln Cn CV " N� U Q.,' '' �y 1. •� .�,/p 7'-0" 6'-8" 6'-8 6'-8„ 3'-8" 7'-0" 4'-6 3'-10" 3'-2" T-2" 7'-4" 1'-$" %J , ® ® � Q..cc r � `v! •rorrrr r*V C J 0 00 LL J} Y \ Q f' ® zo O '� �_ .........� 3'-8" 5'-0" 4'-4" 4'-8" 5'-0" p Gam,, \\ - Z C6 o 60 10 iv 1, Q ° M LL _ _ ■ z O > a m /r,r'' a ------ --- - 0 /f f •'/ o z 5'100 00,-0"40 4'-8" ' cin 3�g� 0 LU V1 F N i h zp z 7 p `� 06azy w o U J Z 8F1� to p��� J W O Ig E LO] usia _3: z J O z o� ❑ 0 �..,---N p - _ -- --- WUj 8'-4" 4'-4" 4'-0" 4'-0" 4'4" 4'-0" 2'-0" 7'-0" � 314" 6'-8" 6-8" 6'-8" 5'-8" T -0" w -- O a (.0 Z Q O 0 z_ _ Z �I Z Z Q O w O W Y z 00`00 N w F- m o U O J Z cnw JWW 0 X O QD= F- H U) STRUCTURAL ENG: CFG / BAD Q DRAFTING: zSTRUCT: BM W - - -- - 0 QC CHECK: CC �BUIL(�w --- __- - — -- - c JOB No. TM 2150341 VOO = SCALE: AS INDICATED REC� ~ DATE: 04/15/15 TM DOWEL LAYOUT PLAN , 1/4"=1 1-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 06' Lli J _Q yn, q O M 0 y' (D H CL 0Z c - D F - z O y! U) J Z W 0 v¢i$ LL z (D to LU ��rr z O Z LU = W Z O o W Z 8F90, orV W n N <871g O O a. z U M J_ U) w � m Q Q O O z J LL _ Z O 0 O N W H w � Z -1O U_ O � O J co i ® �6- N �1 rerrr®® +,/�/k , of cP ?2k,% O rr C7 z z �► ® N� O '• sc Q `� ;.Cc i® Noe55 Q A.', r ®�,�,''� � J ® O \rrr® ®� J J ®0,00 U) I FI RST FLOOR FRAMING PLAN 1/4"= 1 1-01 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 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. Z V FT U Ovt,? Ob r�rrr Q CL �. LU a! yn, q O M 0 y' (D H CL 0Z c - D Q LLQ' O y! FI RST FLOOR FRAMING PLAN 1/4"= 1 1-01 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 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. Z V FT U Ovt,? Ob r�rrr Q CL �. LU a! w o 0 t- Z 7 U) J Z v¢i$ LL z (D to LU ��rr z O Z LU = C)NE yrs wZow"0) v o W Z 8F90, orV n N <871g _ LL Z a4twcjs cr- is. O~ g3 w o 0 0 °ALL z LU LU = o W (n r O a. z Q O z _ Z 0 � Z -1O � O J co 1 O �,0Ld LU z 00000 V) w I— N IM o U 0JZ -- D) LU JWP �ryry Q0_ STRUCTURAL ENG: CFG / BAD Q DRAFTING: H z -STRUCT: BM LU QC CHECK: CC gUILDiyc 0 JOB No. TM - 2150341 SCALE: AS INDICATED --- _ ~ DATE: 04/15/15 RTO, S4 *Ir,irza, BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM (2)2X6 SYP#2 BUILT UP STUD COLUMN SPACING H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN BW1 16• 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) BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf '-rd. PT. 3 ATTACH KING STUD TO HEADER w/(8) BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. OR ENDNAILS OR ENDNAILS (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 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN BW5 12" ADJUST AS REQ'D TO MISS STUDS OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 'rd. PT. 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. 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) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. %z' THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"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) Op (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) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP w/z' FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d 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 O 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) V O - 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 T-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 COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN B O (3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN OH 4x4 SYP#2 POST OJ 6x6 SYP#2 POST OK 8x8 SYP#2 POST L O 3-1/2"x3-1/2" LVL COLUMN. OM 3-1/2"x5-1/4" LVL COLUMN. ON 3-1/2"x7" LVL COLUMN. P O 3-1/2"x9-1/2" LVL COLUMN. OQ 5-1/4"x5-1/4" LVL COLUMN. R O 5-1/4"x7" LVL COLUMN. S O 7"x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. V O - O H1OA 1340 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 & $' EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" 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"x2" 10d .148" x 3" 12d .148" x 34' 16d .162„ x 321, NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 1 Odx1I" NAILS OR 62x8 „ WITH 1/2 FLITCH " " W/(6)10d NAILS & (14)4 x24 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 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 (2)ply 1900 (1)ply 1985 (2)ply 1900 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE M H10A w/(18)10d x 11' NAILS OR FRAME TO FRAME H10A 1015 H1OA 1340 (2)ply TRUSS H1OA-2 w/(18) 10d x 12" NAILS H10A-2 1070 H10A-2 1245 HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24" TAPCONS _ (2)HTS20 w/(24)1 Od x 12' NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & QH2.5A w/(10)8d FRAME TO FRAME 535 600 El MTS12 w/(14)1 Od x 1 "' NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 ElMGT w/(22)10d J" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS a HTT4 w/(18)16d x 2Z' NAILS & $"' EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24' TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 1 O NAILS & 8' EPDXY ANCHOR WSIMP, SET COLUMNTOFTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 2�' NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 3735 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) .4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEA 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 w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"O.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR 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)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS P. T 2 R TA18 TO POST: SIM H S 0 0 LS NOTES & TO BEAM: SIMP. HUC48 w/(14)16d NAILS = (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 62x8 „ WITH 1/2 FLITCH " " W/(6)10d NAILS & (14)4 x24 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)4"x24" TAPCONS ON MASONRY: SIMP. META16 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)1Od PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP: META16 B5.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TOPOST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1, NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS muur INU 1 ca. LU 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND 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 W BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BEco Z CONTINUOUS FROM FLOOR TO CEILING. LU 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O � ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS z (� WITH CABINETS AS SHOWN ON PLANS. 0 U) B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. ? Q 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m OF ALL HARDWARE BEFORE INSTALLATION. 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 � 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 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE O THE GARAGE. z 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN b�i�y���r��rrrrda d PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. 4f 'k _ N OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO e i, p °b ° ee3 ®° �: � w d CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP ®+ ® °®°°®,/ Z z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW, m ® �`' .µ3 Q U AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE 0 o PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS "-® Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR y ® Cr 0 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS �► i✓Czc NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF % � ` °°e d" J O CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE 12: IF DES w k ROOF SYSTEM, THE TRUSS SUPPLIER iS TO COORDINATE WITH THE DESIGNER AND J BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE o - ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 00 Q` , AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. 0 CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER z�G M THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Qry1f N BUILDER NOTE: z „ IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE a z° TRUSS MANUFACTURERS LAYOUT _ a' ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO'� PLACEMENT OF ANY TRUSSES o NAILING SCHEDULE: o a ROOFS: ui ROOF SHEATHING TO BE 15/32"' OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) � FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" U O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND n/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION W LL PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL U) UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. 0 O Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. < 0 C) GABLE ENDS: " U LU E g � ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. z W N C; 0 M � I AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER O °d Q z N EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q U Z �F� m- o Z J z EXTERIOR WALLS: W a SEE WF10/SD4 FOR MORE INFO. = O H � 1 NAILS: _ V Z a y NAILS USED 1N ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. O � ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, w Q i ry # HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0 W Z Ir H EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY Q Fes- C7 TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p BE IN ACCORDANCE WITH ASTM A 153. 0 1.- 0 O APA SHEATHING NOTE: Z W 7 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END W� WITH (3) 10d TOENAILS. O d O FLOOR FRAMING NOTES Q 0 J 0 GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. w Q 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. X 0 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR z F - TRUSS DESIGN. H 0 L0 F- � Z J O NAILING SCHEDULE o y a W , FLOOR SHEATHING TO BE 4' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION ~ FX o Y PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). W 0 NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, (D LO OOC HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO W N HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. W V 0 J Z Lo W � 0 0 NOTES: 0 � 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL � MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE cn STRUCTURAL ENG: CFG /BAD MANUFACTURER. -j ... w_T --..--..._ --- - 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND Q DRAFTING ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH z-STRUCT: BM DIMENSTIONS NOT SHOWN HERE. w _ - -- _----_ -.- QC CHECK CC w JOB No TM 2150341 1/4"=V-011 NOTES & CONNECTQRLEGENDDATE: = SCALE: AS INDICATED -- _-_ 04/15/1--- 1 /4 -1 0 FLOOR NOTES FOR MORE INFO. (ANF_'Iv�) S4,1 �A�r.rc,`� 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. STANDARD 2ND FLOOR FRAMING NOTES: W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR (� WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Q SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR �- z SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR � z SHEATHING IS NOT CONTINUOUS) , Q W — 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O Z (� 5 U) W m C) Q 0 O -j 0 - -- --..... ... ...... o N w H W W ti� O9 J08 J09 J10 J11 J11 J10 J09 J08 LL O ULJ LL r���rltlWdW®djri t d`� e®°• yy yr �Z Z �rz U- lf w. w y �` L) c Z MJ ,,il'�`'Is`• C7 Q� ri � U, o � r w 0 z Q U o O Z LL O U h a) O���f U) ILO w a� I— U U (D� LL _...� Fn g 0 O 0.. Lu S o zz M (D 00 v Z Z NFo m o J NAWz LU 4c 9 9 _ < Zzz- W LL a � of I" LU LL z -J z LL. O � � o O Q w z = a � w CL2 0 z 0 O o z _ Z z F _ ~ � ZOO F- 0 J o 0 W z Oo`nop U) N LU H m �U 0 W � p H N U) STRUCTURAL ENG: CFG ! BAD Q DRAFTING: H z-STRUCT: BM W- - - -- - - QUIIU/y` QC CHECK: CC LU JOB No. TM - 2150341 --- -.-. o�a _ SCALE. AS INDICATED ROOF FRAMING P DATE: - - 04/15/15 - 1/411=11-011 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 I siveof 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 14 -0 0 292 / 0 1160 / 0 1660 / 0 2439 1 0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS N w A O 8RF6-1B/1T LENGTH PRECAST LINTEL LOAD TABLE � '�j .1 p ` ��` `,; GENERAL CONCRETE LINTEL SCHEDULE - ' 1 /� �/ CONSTRUCTION D06 TYPICAL PICAL MASONR i CONSTRUCTION „B„ „C„ W O 8F8-1B/1T "Co. 16- QUANTITY OF #5 REBAR AT TOP #3 a 18'8" 0 142/0 598/0 1114/0 1468/0- AT CORNERS PRECAST "U" METAL LATH OT 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 7 15 #4 21/2 5 5/8 w 20 21/2 5 5/8 SCALE: 3/4" = V-0" A #5 ° 8RF14-1B/1T 113/4 °. 31/8 7 113/4 ° E #6 PROVIDE LINTEL W/ 3000 WIRE SCREEN 30 33/4 NOMINAL WIDTH LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING #7 APPROVED LINTEL MANUFACTURERS:. CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL 9 13/16 W 35 O 8F16-1B/1T 16 1/2 35 O STANDARD #5 psi CONC. PER OVER COURSES 8RF14-0B/1T TYPE DESIGNATION APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL z O� STANDARD LINTEL NOTE`S HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO IS BE FILLED. F Q O 1-1/2" CLEAR C6 o 0 8F20-1B/1T STANDARD LINTELS Q ,.•' OTHER BARS INTO REBAR ;. U TYPICAL TRUSS ANCHOR PER PLAN . 0 #5 Y2 ENG STRUCTURAL..._... CFG /BAD _ #5 REBAR AT TOP MIN. (1) REQ'D Q ° + 0 c CORNER AS REQ'D INDICATED IN (SHEET 'METAL & O" 8F20-0B/1T „ CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/13F24 -OB 8F32 -113/8F32-013 .� U M -A e: O 8RF22-1 B/1 T P A#7-3 ' z °�° GROUT w OU� -STRUCT: '!'% LINTEL, #5 TO BE '. PAPER FELT 4 q PROVIDE SCREEN WHEN BLOCK BELOW IS 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. . aa `n z #5 REBAR AT BOTTOM OF LINTEL � QC CHECK U .. .a.'. ' 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 HOOKED INTO PROHIBITED) 10" HOOK NOT REQUIRED TO BE FILLED 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. P 1f1 LJ vTJ J- SCALE: 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 STANDARD 90° HOOK STANDARD 1180° HOOK RT�M1v��� ~ DATE: 04/15/15 SIDE VERTICALS '. 4 D08 REBAR SPLICE DETAIL STANDARD 90 DEGREE HOOK 3. �� ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS 70 HAVE MIN. Q 4 S5 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 _ „ 1217 2165/1969 6113/2931 a e a °� 8„ BEARING EA. END F— 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. °' ''' °° _; _ . ° a -° TYP BOND BEA M 8" x 8" x 16" K.O. LINTEL Z 31-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 °— -11-• �'"' '`� o i '�' d �� ° BLOCK FILL W/ 3000 SI CONC. w/ 1 #5 DIA. p O 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4 -0 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 ° ° ° , ° ° d A, %O REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND 1S APPROVED WITHOUT w Z 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 J 3470 1 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825 / 4592 A d °. • d Li 4. .d .° °.d ° ae ° I e Q 6'-2" 488 991/991 2661/2143 5681/ 6472/3685 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD w CONDITIONS, ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O CL 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 ° N la I oJ. ADEQUATE FOR THE LOADS. -0 8'" 354 726/699 1843/1625 3486/2255 6205/2885 dl Iq z 2 w ar 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O z_ U 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 ° ° 114 eP SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY D w , °° ;< WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 ROUGH OPENING PER PLAN d '. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL m I� 11'-2" 255 471 /352 1075/1075 1838 / 1567 2883 / 2003 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 ° SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 3691261 1002/984 1697/1361 2630/1738 a ° STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) ° #5 DIA. REBAR $. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & p 13'-4" 0 328/0 1234/0 1779/0 2662/ 0 „ BOTTOM REGARDLESS OF REINF. INDICATED IN TABLE BELOW J w I 14 -0 0 292 / 0 1160 / 0 1660 / 0 2439 1 0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS N w A O 8RF6-1B/1T LENGTH 8F16-1B/1T .I BOTTOM OF LINTEL CAVITY 8 F 1 B/ 1 T � '�j .1 p ` ��` `,; °• - ' 1 /� �/ CONSTRUCTION D06 TYPICAL PICAL MASONR i CONSTRUCTION „B„ „C„ W O 8F8-1B/1T "Co. 16- QUANTITY OF #5 REBAR AT TOP #3 a 18'8" 0 142/0 598/0 1114/0 1468/0- 7 ° ° 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 7 15 #4 21/2 5 5/8 w 20 21/2 5 5/8 SCALE: 3/4" = V-0" A #5 ° 8RF14-1B/1T 113/4 °. 31/8 7 113/4 ° E #6 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 81/16 14 30 33/4 NOMINAL WIDTH I 14 -0 0 292 / 0 1160 / 0 1660 / 0 2439 1 0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS N w A O 8RF6-1B/1T LENGTH 8F16-1B/1T .I BOTTOM OF LINTEL CAVITY 8 F 1 B/ 1 T � '�j .1 p ` ��` `,; — U_ - ' 1 /� �/ CONSTRUCTION D06 TYPICAL PICAL MASONR i CONSTRUCTION „B„ „C„ W O 8F8-1B/1T "Co. 16- QUANTITY OF #5 REBAR AT TOP #3 18'-0" 0 211 /0 750/0 1177/0 1676/0 18'8" 0 142/0 598/0 1114/0 1468/0- 7 - 1. fC PRECAST LINTELS - 3500 PS . 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 2. f PRESTRESSED LINTELS = 6000 psi. l 20'-8„ 0 145/0 550/0 981 /0 1376/0U_ „ „ „ ° ° ° 22'-8" 0 110/0 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. O a. 8" x 8" x 16" CMU U.N.O. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE NON -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT RECESSED LINTELS -FILLED STRENGTH = 1900 PSL ��rrArd0,00 d a a INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB ��� a o BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ��•® g•0®/�99 s�' LO MD08/S5 FOR LAP INFO, 2'_g" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. % v PROVIDE CLEAN OUT OPENING @ GROUT T-0" 1230/1230 2769/2769 4085/4085 - ' 0. Q z FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081 / 920 2769 / 1716 4085 / 2839 LINTEL DESIGNATION SCHEDULE s� p: ca JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 p°e 5'-4" 664/572 1761/1761 2595/2595 MARK LINTEL F =FILLED WITH GROUT / ,�• "'� SEE FOUNDATION FOR FOOTING 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS U = UNFILLED R = RECESSED .�A'f ®o - T_4" 480/322 1334/1334 .1964/1552 QUANTITY OF #5 REBAR @ s� �'•.®®a��•�® �w O BOTTOM REINFORCING PROVIDED — O' SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8RF22-0B/1T 7-5l8 ACTUAL IN LINTEL (VARIES) O 8F24-OB/1T 8" NOMINAL WIDTH � ------------ FILLED LLI • .:. •:� 61-4' 3-2 8 LINTEL PER PLAN 0 ..:......:.: . . ..:.:....:...... . . D P 8F32-1B/1T 1-1/2 CLEAR U 8RF30-OB/1T 0 � :.: 8F32 -0B/1T ti TRANSOM OPENING U #5 REBAR AT TOP MIN. (1) REQ'D Q z FRAME INFILL AROUN'O, •. ' �2J. D o T Z' C.M.U. cn W J n ,� s O r; 8F38-1B/1T WINDOW BY BUILDER SEE FOUNDATION = 0 a O Z N i. LL ` SEE WF01/SD2 FOR `' ; PLAN FOR FILLED CELL �n z Z C> U) Fd INFO. MIN. (1) IS REQ'D a� �D E O 8F12 -1$/1T O °� Q Z N / MORE INFO O F= U — Idb ON EITHER SIDE U.N.O. 0 8F40 -0B/1T �I`---�I` BOTTOM REINFORCING PROVIDED U J Z ;" j • 7-5/8Zp ACTUAL IN LINTEL (VARIES) O ^ Vf 8" NOMINAL WIDTH 0 _ a�g UNFILLED = � � a W o a41� 6 '• • • :.. (2) 2X8 WOOD HEADER — U TURNED SIDEWAYS. 9 i cn Q J. .. FIRST PLY 2X8 TO OP m w U a DOOR OPENING MASONRY WALL W/ _ iv vz 1-1/2" CLEAR Z J Z W $34 O Q J .,, a SIMPSON HUS26 HANGER M = J o „ O p o #5 REBAR AT TOP MIN. 1 REQ'D @ EA. END. W/ (6) 3/16 2ix w ¢ w O 1-3/4" TAPCONS INTO o U) w cin U TOP KNOCK OUT/ LINTEL BLOCK U COURSE MASONRY & (4) 10d X 1 o z� v °. Q W 1/2" NAILS INTO HEADER. O O OF - X .d° g ? _ 2ND PLY TO 1ST PLY W/ 00 U m � #5 REBAR AT BOTTOM MIN. (1) � U5 10d STAGGERED @ 6" O.C. 7'-81' 6,_4„ O REQ'D W LINTEL W/ TRANSOM DETAIL � � �--* 16 GA. POWERS STEEL BOXED IL I/MDO a J 7-5/8" ACTUAL LINTEL 2 8" NOMINAL WIDTH 0 SCALE: 3/4" = V-0„ Z POWERS STEEL 0 I Ir REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 8'-4" 415 / 235 1152 / 1152 1694 / 1552 GRADE 40 GRADE 60 A O 8RF6-1B/1T LENGTH 8F16-1B/1T .I BOTTOM OF LINTEL CAVITY 8 F 1 B/ 1 T � '�j .1 p ` ��` `,; — U_ a ' 1 /� �/ CONSTRUCTION D06 TYPICAL PICAL MASONR i CONSTRUCTION „B„ „C„ „D„ O 8F8-1B/1T "Co. 16- QUANTITY OF #5 REBAR AT TOP #3 17/8 41/4 7 15 17/8 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER BOTTOM REINFORCING PROVIDED — O' SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8RF22-0B/1T 7-5l8 ACTUAL IN LINTEL (VARIES) O 8F24-OB/1T 8" NOMINAL WIDTH � ------------ FILLED LLI • .:. •:� 61-4' 3-2 8 LINTEL PER PLAN 0 ..:......:.: . . ..:.:....:...... . . D P 8F32-1B/1T 1-1/2 CLEAR U 8RF30-OB/1T 0 � :.: 8F32 -0B/1T ti TRANSOM OPENING U #5 REBAR AT TOP MIN. (1) REQ'D Q z FRAME INFILL AROUN'O, •. ' �2J. D o T Z' C.M.U. cn W J n ,� s O r; 8F38-1B/1T WINDOW BY BUILDER SEE FOUNDATION = 0 a O Z N i. LL ` SEE WF01/SD2 FOR `' ; PLAN FOR FILLED CELL �n z Z C> U) Fd INFO. MIN. (1) IS REQ'D a� �D E O 8F12 -1$/1T O °� Q Z N / MORE INFO O F= U — Idb ON EITHER SIDE U.N.O. 0 8F40 -0B/1T �I`---�I` BOTTOM REINFORCING PROVIDED U J Z ;" j • 7-5/8Zp ACTUAL IN LINTEL (VARIES) O ^ Vf 8" NOMINAL WIDTH 0 _ a�g UNFILLED = � � a W o a41� 6 '• • • :.. (2) 2X8 WOOD HEADER — U TURNED SIDEWAYS. 9 i cn Q J. .. FIRST PLY 2X8 TO OP m w U a DOOR OPENING MASONRY WALL W/ _ iv vz 1-1/2" CLEAR Z J Z W $34 O Q J .,, a SIMPSON HUS26 HANGER M = J o „ O p o #5 REBAR AT TOP MIN. 1 REQ'D @ EA. END. W/ (6) 3/16 2ix w ¢ w O 1-3/4" TAPCONS INTO o U) w cin U TOP KNOCK OUT/ LINTEL BLOCK U COURSE MASONRY & (4) 10d X 1 o z� v °. Q W 1/2" NAILS INTO HEADER. O O OF - X .d° g ? _ 2ND PLY TO 1ST PLY W/ 00 U m � #5 REBAR AT BOTTOM MIN. (1) � U5 10d STAGGERED @ 6" O.C. 7'-81' 6,_4„ O REQ'D W LINTEL W/ TRANSOM DETAIL � � �--* 16 GA. POWERS STEEL BOXED IL I/MDO a J 7-5/8" ACTUAL LINTEL 2 8" NOMINAL WIDTH 0 SCALE: 3/4" = V-0„ Z POWERS STEEL 0 I Ir REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 8'-4" 415 / 235 1152 / 1152 1694 / 1552 GRADE 40 GRADE 60 A O 8RF6-1B/1T LENGTH 8F16-1B/1T .I BOTTOM OF LINTEL CAVITY 8 F 1 B/ 1 T � '�j .1 p ` ��` `,; — U_ ' 1 /� �/ CONSTRUCTION D06 TYPICAL PICAL MASONR i CONSTRUCTION „B„ „C„ „D„ O 8F8-1B/1T "Co. 16- QUANTITY OF #5 REBAR AT TOP #3 17/8 41/4 7 15 17/8 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 7 15 #4 21/2 5 5/8 w 20 21/2 5 5/8 SCALE: 3/4" = V-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. #5 0 8RF14-1B/1T 113/4 NOMINAL HEIGHT 31/8 7 113/4 25 #6 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 81/16 14 30 33/4 NOMINAL WIDTH 14 30 #7 43/8 9 13/16 16 1/2 35 O 8F16-1B/1T 16 1/2 35 O O 8RF14-0B/1T TYPE DESIGNATION z O� F 8F16-0B/1T 1-1/2" CLEAR C6 o 0 8F20-1B/1T - Q ,.•' W ;. U z . 0 #5 Y2 ENG STRUCTURAL..._... CFG /BAD _ #5 REBAR AT TOP MIN. (1) REQ'D Q ° + 0 c -7 O" 8F20-0B/1T „ ¢ Q C.M.U. U DRAFTING: .� U M -A e: O 8RF22-1 B/1 T P A#7-3 ' z °�° GROUT w OU� -STRUCT: '!'% BM 4 q O 8F24-1B/1T . aa `n z #5 REBAR AT BOTTOM OF LINTEL � QC CHECK U .. .a.'. ' io CAVITY JOB No. TM - 2150341 BOTTOM REINFORCING PROVIDED — O' SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8RF22-0B/1T 7-5l8 ACTUAL IN LINTEL (VARIES) O 8F24-OB/1T 8" NOMINAL WIDTH � ------------ FILLED LLI • .:. •:� 61-4' 3-2 8 LINTEL PER PLAN 0 ..:......:.: . . ..:.:....:...... . . D P 8F32-1B/1T 1-1/2 CLEAR U 8RF30-OB/1T 0 � :.: 8F32 -0B/1T ti TRANSOM OPENING U #5 REBAR AT TOP MIN. (1) REQ'D Q z FRAME INFILL AROUN'O, •. ' �2J. D o T Z' C.M.U. cn W J n ,� s O r; 8F38-1B/1T WINDOW BY BUILDER SEE FOUNDATION = 0 a O Z N i. LL ` SEE WF01/SD2 FOR `' ; PLAN FOR FILLED CELL �n z Z C> U) Fd INFO. MIN. (1) IS REQ'D a� �D E O 8F12 -1$/1T O °� Q Z N / MORE INFO O F= U — Idb ON EITHER SIDE U.N.O. 0 8F40 -0B/1T �I`---�I` BOTTOM REINFORCING PROVIDED U J Z ;" j • 7-5/8Zp ACTUAL IN LINTEL (VARIES) O ^ Vf 8" NOMINAL WIDTH 0 _ a�g UNFILLED = � � a W o a41� 6 '• • • :.. (2) 2X8 WOOD HEADER — U TURNED SIDEWAYS. 9 i cn Q J. .. FIRST PLY 2X8 TO OP m w U a DOOR OPENING MASONRY WALL W/ _ iv vz 1-1/2" CLEAR Z J Z W $34 O Q J .,, a SIMPSON HUS26 HANGER M = J o „ O p o #5 REBAR AT TOP MIN. 1 REQ'D @ EA. END. W/ (6) 3/16 2ix w ¢ w O 1-3/4" TAPCONS INTO o U) w cin U TOP KNOCK OUT/ LINTEL BLOCK U COURSE MASONRY & (4) 10d X 1 o z� v °. Q W 1/2" NAILS INTO HEADER. O O OF - X .d° g ? _ 2ND PLY TO 1ST PLY W/ 00 U m � #5 REBAR AT BOTTOM MIN. (1) � U5 10d STAGGERED @ 6" O.C. 7'-81' 6,_4„ O REQ'D W LINTEL W/ TRANSOM DETAIL � � �--* 16 GA. POWERS STEEL BOXED IL I/MDO a J 7-5/8" ACTUAL LINTEL 2 8" NOMINAL WIDTH 0 SCALE: 3/4" = V-0„ Z POWERS STEEL 0 I Ir REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SAFE LOAD TABLE NOTES GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE „A„ „B„ „C„ „D„ „A„ „B„ "Co. „D„ #3 17/8 41/4 7 15 17/8 41/4 7 15 #4 21/2 5 5/8 9 1/2' 20 21/2 5 5/8 91/2 20 #5 31/8 7 113/4 25 31/8 7 113/4 25 #6 33/4 81/16 14 30 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 43/8 9 13/16 16 1/2 35 SAFE LOAD TABLE NOTES r)_ z Q ° H H CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF LUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED N ° -1/2". SAFE LOADS FOR ALL S MUST BE REDUCED BY 20 /o IF BEARING LENGTH IS LESS THAN 6 S w = 7` SED LINTELS BASED ON 4" NOMINAL BEARING. �' (� it 0 SUPPORT. T RATED. rT 0 z Q 0 OADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.Z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. OADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR U J Z J(�ONAL Is LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ? 0NAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O Q W LU _j Q LINTELPLAN 6. O7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7 THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY UJ O CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF N it 0 SUPPORT. LU IM q0 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. � U J Z 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. w LU _j Q 23 e, O O - - V°. ;. U #5 Y2 ENG STRUCTURAL..._... CFG /BAD q ° + c -7 „ — = #6 3' Q DRAFTING: M -A e: P A#7-3 ' /2 z -STRUCT: BM 4 q . aa ° gUILp�� � QC CHECK CC .. .a.'. ' JOB No. TM - 2150341 P 1f1 LJ vTJ J- SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1180° HOOK RT�M1v��� ~ DATE: 04/15/15 4 D08 REBAR SPLICE DETAIL 4 S5 SCALE: 3/4" = V-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. (1) #5 FROM FTG. TO TIE BEAM - V (1) #5 FROM FTG. 10 TIE BLAM SPLICE TO F MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT HOLD BEARING WALLLLI BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL CELL SOLID I I CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q $" CMU BLOCK I 8" CMU BLOCK I I cn MIN 4" WITH FOUNDATION L1/4' WALL SCHEDULE WALL SCHEDULE 0 II / BELOW INFORMATIOFOR N INFORMATION - 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ I 3-1/2 CONC. SLAB w/ ¢ 3-1/2 CONC. SLAB w/ 3-1/2 CONC. SLAB w FIBERMESH REINF. OVER FIBERMESH REINF. OVER I FIBERMESH REINF. OVER w I FIBERMESH REINF. OVER (1) #5s CONT. FIBERMESH REINF. OVER (n 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER I 6 MIL VAPOR BARRIER Q I I z 6 MIL VAPOR BARRIER o z Z 6 MIL VAPOR BARRIER FIBERMESH REINF. OVER 2x PT SILL PLATE 2x PT SILL PLATE Q p w N a� a s > 6 MIL VAPOR BARRIER Z wm m' M ° ( II a 4a a. • a.. 'a 111 •a a'. ! a L IL _ -I w Z .I°. 00 �— •'� d° ° 'ap .Le 00 O (n p.-d4'. ° a 'a ° a _ a•" �. �.. ° I I J m — 77�01. ' —••— GRADE b - ° a I < GRADE z (n w , -45° o d ao O —–IZ_— III-__. J77— �gI = 1,-41, I —I _ I I� -I——- —_� = I = - _ _ = LIaLL d.°Q I _ I— �I _ 1—III III IIIIII I I1 CLEAN -- _�,—— >o =—� — — ——=__ CLEAN COMPACTED I- I I CLEAN - - - PAC ED ((-) (I III- I I-I COM T Z C) -III=I - - I III-III I I l i i--Ti-� i i- FILL @ 95% STANDARD I I i i-iii-iii I U) CLEAN CLEAN COMPACTED (2) #5 BARS CONT W/ 3 COVER FILL @ 95 /o - - - - -_`-_ 16" DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8" STANDARD W - - - - FILL @ 95% STANDARD (2) #5 BARS CONT. I I I=I I-III • , (2) 3" BARS CONT. 8 8 0 � III=III= I I� TYP. AT 2 STORY CONDITIONS .FILL @ 95/0 (3) #5 BARS REQUIRED AND DENSITY m 0 W/ 3" COVER TYP. DENSITY10 W/ 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED (2) #5 BARS CONT. W13" COVER TYP. (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDEop Q FILL 95% STANDARD 1 -4" FILL @ 95% STANDARD FOOTING TO BE 20" WIDE DENSITY @ AT 2 STORY CONDITIONS (3) #5 BARS DENSITY DENSITY REQUIRED AND FOOTING TO 0 O BE 20" WIDE -F LL WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS N - w W TING4FO3 NON-BEARING STEP DOWN F04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARINGF01 TYP. EXT. FOOTING F02 GARAGE CURB F00 ILL SCALE: 3/4' =1-0 SCALE. 3/4 -1-0 SCALE: 3/4" =1'-A" SCALE: 3/4"=1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4"V-0"O cn Z �r1111 M d 1 Y 1 111" u.i04 �F p LO Z 3/4" RECESS @ a•i�r ••:�, W o �. O z z PER MFG. SLIDING GLASS SPECS DOOR ® Q ,.d ? oo ct: a SLOPPED GROUT 8" CMU BLOCK ®� � °:. • - � .. cz. SL DRAIN SEE PLAN � MIN. 24" BEFORE p�. I aa:. • dp e d ry SLOPE I �'® •.•.••®�11, e� FOR STEP OPTIONAL CURB - �A,� PR► ®®�® ANOTHER STEP I a' I 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE 8" (G.C. TO VERIFY) I ° d q d FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. 'S ®11111111® OPTIONAL '� 3-1/2" CONC. SLAB w/ - a . #5 CONT. REINF. 6 MIL. VAPOR BARRIER 25" GROUT CELL SOLID w REINF. SEE CURB FOR PLAN FIBERMESH REINF. OVER I �° I SEE FOUNDATION REFER TO PLANS FOR MAS. @ ELEV. p' `• Y, 6 MIL VAPOR BARRIER � a .. d a FOR QUANTITY LOCATION 0'-0" w/ (1) #5 p , °a. pq F.. a•�. L d ■ 41/2 CASING O � pI ASI G �,,,,,� O BAR CONT. a cn ! W d a a ,{ °, ° a Co p' a .b i d "� w.... yrr L1J ° a� • —a •� � I e' b .. . p. ' d pad p . - �. .: Z ;., <: (n ...°s �.. ALUMINUM THRESHOLD d'q"I, M d _ _ •P. q, . •,�". — e r a. .. o p•,aq a, d a �:.a GRADE ° - - - .: I p #5 x 25 x 25" - - - - a -! 'dr Z �C d o 2. #5 CONT. W/ 3" a' q a L. CORNER BAR ONE 3-1/2" CONC. SLAB ,; cn +� _ _ M r d+ o a ° e ( ) — d I 8 4 -MUDDED F -= _ _ °- �. d.. d. p' .. a '. a _ =I...-. -- I ,..•. •. - I_ a ----COVER d p.. I FOR EA. HORIZONTAL w/ FIBERMESH SLOPE I _ , , — — L_...:_.III_III—III--I ;III II d I — _ _ w Q FLOOR CLEAN _ _ _ _ - ° ° I p . ° REINF. AND 6 MIL I �_ _ -- __ =1 I _ d ' I—III—� III—III—III— I — — — - .ap d. m —_ .....-,.–. I °. .. _ a q °..a ' .;' . � e Id a REBAR, TYP. U.N.O. ,� _- H C7-. � °�, Z SLOPED COMPACTED - - _ _ - ---: _ H r a �.:�.. ��. a p(2) #5 BENT BARS W/ _a e. I VAPOR BARRIER' 3/4 RECESSC,l5 w ..,p I _MIN. 25 LAP SPLICE I I I-= I I I( I I Q a ° II I L-1 I I o I—I (I—I I I w d FILL 95 /o - - - _._ p ,... �`° MPACTED .. . TO DRAIN @ _I 11= = _ = — - = w —'�. .�.': °;. ' = a _ I—III--III—III M de ° (2) #5 BARS CONT V . r F STANDARD Ell II I II IF I I I I I III III I I, S' LOPE 1/4 " DENSITY 8" x 12" THICKENED III-III I I I- - - PER FOOT d` =1 I I III--III-I -I I I - I I=1 I ISI I I—I_=L_.I__; I ° a - ---_ W/ 3 COVER TYP. 1'-4" LEAN 5°O/� STANDARD O� 1 -4 (2) #5 REBAR SLAB w/ (1) #5 CONT. _III-III I I I I ; I- ( -_- - (2) #5 CONT - 16" MIN. - a p d a DENSITY Z , y ± VERIFY W/ DETAILS FOR REQUIRED d ° a d' p O H ��9 : i W/ 3 COVER. i I III-) I_ STEEL AT 2 STORY LOCATIONS PER MFG. 8.. SPECS •.. �: a WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS VERIFY W/ DETAILS FOR REQUIRED ° STEEL AT 2 STORY LOCATIONS EXP JOINT Q O d 4FO 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 „_ V-0" SCALE: 3/4" =1'-0" SCALE: 3/4"-V-0"SCALE: 3/4"-1-0 SCALE: 3/4"-1-0 SCALE: 3/4"-1-0 SCALE: 3/4 -' ^ vJ � J z SEE ELEVATION Q Q (D 0 E— w -APB* FILLED CEL WOOD POST SEE F_ O W 0 N Z FLOOR PLAN FOR SIZE I V I O Q ° 99 t - -fi 4 AND BASE CONNECTION \ I Q z i GARAGE- TOP COURSE TO BE `•'� _j J TOP VIEW CORNER — — --I CHAIR BLOCKS. ENTIRE = O y BASE TO BE FILLED SOLID I I H O GARAGE WALL CMU BASE w/ (1) #5 ' ® ; w < Q i . W VERTICAL @EACH z CORNER. SEE FLR. O Q J z 3-1/2" CONC. SLAB w/ DRIVEWAY BY PLAN FOR BASE J FIBERMESH REINF. OVER BUILDER- SIZE ~ CONCRETE OR I I O 6 MIL VAPOR BARRIER w O 4.. M PAVERS SEE FOUNDATION I I W Q W FOR PAD SIZE (� d d I I o= _. p CONC. SLAB OR PAVERS PER PLAN O a. CLEAN COMPACTED 1-III=1 I- I I- 8" x 8" THICKENED ° ..�r � �p �$.; .r4J . .� ,a . o EDGE w/ (1) #5 d a Z FILL @ 95 /o STD. p . a DENSITY CONT. d° ° .a a . a ° . ° p d a + 4 4 O O 0 F1 THICKENED EDGE F1 FRONT BASE NOT USED Z „_ ,- „ W a GARAGE DOOR SCALE. 3/4 -1-0 COLUMN DETAIL ALE: -, o Q z 0 I.- to _� _ h ZJo oJ D ILLI 8" CMU - 8" C.M.U. FINISH w W 0 FINISH PER z 0 PER ELEV. PVC OR SCH40 ZU" O LO 3-1/2 CONC. SLAB 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 FINISH FLOOR CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE W CV m �� REINF. OVER 6 MIL FINISH FLOOR PENETRATION PENETRATION (� J Z VAPOR BARRIER PENETRATING W O W W PENETRATING PIPE q o,' 4 a o, q d GRADE PIPE e P TIE TYP. d . d Q��.Q - -� d_ - - �. ..� - Q O = e a ' . LOO (TYP.) - - -�- 3 _ I I =_=1 1= — �I j_ CLEAN - r• _ I I I-1 - —1I II COMPACTED —`� -fie I �1 I4 STRUCTURAL ENG: CFG /BAD _ _ — _ FILL -- ---_ -- ��_ d� d _ — o Z o Z ° Z Q _ 'd d. vd — I I Q DRAFTING: "' � �'__ � —I ._... ° � ° _,_.. PVC SLEEVE MIN. -� I 1 -`-- FOOTING FOOTING PER �I _ - ii-I - I -- I I = _ II I I-III= ' 1 I---III=III- - 111 F w __ - -sTRucT: BM III-III` III- SEE FDN PLAN - - - - DIAMETER TO BE 2 - - PER PLAN PVC SLEEVE PLAN _.III = I - FOR SIZE I I-I I - I SEE FDN. III_ �� L_Dq� 0 QC CHECK CC PIPE SIZES LARGER , �: - -1 ,- - - PLAN FOR - - THAN THE - SIZE & REINF. SA,VB O;rl X FRONT VIEW -I I _ & REINF. - I I w JOB No. TM -2150341 PENETRATING PIPE (SIDE VIEW) ( ) ...SCALE: AS INDICATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND'' ~ DATE: 04/15/15 F14 TYPICAL FOUNDATION SCALE 3 SD1 PENETRATIONS 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. e 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK e 2x6 P.T. BUCK EACH SIDE OF OPENING e PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) START BOLTS AFTER GARAGE CURB (8" MAX.) CDO2 GARAGE DOOR BUCK DETAIL THREADED ROD PER PLAN MIN. — 6" FROM END OF CMU REFER TO PLAN FOR ADDITIONAL WALL FRAMING INFORMATION BLOCKING AS SPECIFIED IN BEARING WALL SCHEDULE 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED. 2x BLOCKING 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ \ 32" O.C. & 6" FROM EACH END TOP KNOCK OUT COURSE W/ (1) #5 CONT. CMU 1 KNEEWALL ABOVE SHEATHING DOUBLE 2x4 TOP PLATE PER PLAN MIN 2x4 STUDS @ 16" 0/C CLIP EACH TRUSS IF REQ'D, PROVIDE CLOSURE WALL SEE ROOF PLAN w/ SINGLE TOP AND BASE PLATE w/ FOR TYPE (2) 16d NAILS TO TRUSS. STUDS @ FRAME OUT TO 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE INSTALLED PER NAILING PATTERN I II I II i (2) 2x TOP PLATE I I 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. CRICKET S w/ STRUCTURAL REQUIREDI (2) 2x #2 SYP SHEATHING ON BOTH SEE PLAN FOR SIDES FROM TOP OF I BEAM SIZE WALL TO BOTTOM OF _= BEAM. ATTACHED PER BUILDER FRAME NAILING SCHEDULE I RADIUS AS REQ'D OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS Zz MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED UPLIFT CONNECTOR (SEE SCHEDULE) FO KNEEWALL AT ENTRY SCALE: 3/4" =1'-0" MASONRY WALL SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" I (2) 2x TOP PLATE MD03 BEARING/SHEAR WALL TO CMU (2) 2x PT BUCKS PRECAST LINTEL w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER USE 1/4" x 4-1/2' SEE NOTES FO FASTEN PT 2x NAILER TO MAIS ATTACHMENT REQUIREMENTS SIZE TAPCONS TYPICAL TIE BEAM w/ 3000 ° psi CONC. w/(1) #5 REBAR CONT. 3/16" X 3" STD HOOK A a 1E 24 - TYPICAL FILLED CELL w/ 3000 a psi CONC. w/(1) #5 REBAR VERT. 3/16" X 3" VERIFY w/ PLAN FOR REQ'D 2 LOCATIONS 1 ° t t IE: CMU WALL AS REQ'D PER PLAN ° a (4) EQ. SPACED 1/2" TITEN HD I ANCHORS w/ MIN. 13/4" a EMBEDMENT FOR HOLLOW BLOCK JE OR 3 1/2" EMBEDMENT FOR SOLID SEE PLAN FOR BLOCK. MAX. 6" FROM TOP AND BOTTOM BEAM SIZE PT BASE PLATE (2) 2x PT BUCKS PRECAST LINTEL w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER USE 1/4" x 4-1/2' SEE NOTES FO FASTEN PT 2x NAILER TO MAIS ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2x4 3/16" X 3" 12" O.C. 1 24 3/16" X 3" 12" O,C. 2 2x8 3/16" X 3" 12" O.C. 2 4 2x BUCK DETAIL SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE --- FRAME OUT TO BLOCK EDGE a AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE 2x4 SPF #2 KNEE WALL I (2) 2x PLATE WITH STUDS @ 16" O.C. W STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE BUILDER FRAME RADIUS AS REQ'D VFO KNEEWALL AT ENTRY NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WINDOW MANUFACTURER'S SPECS SCALE: 3/4" =1'-0" W01 CONNECTION NAIL SCAB TO TOP CHORD WITH (4) 0.131" x 3 1/4" NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT (3) 0.131" x 3 1/4" NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) 0.131" x 3 1/4" TOE NAILS 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE TOP PLATE WITH 0.131"x3 1/4" NAILS @ 4" O.C. TRUSS (AS NOTED) DBL TOP PLATE FRAMED WALL OF PERP. WALL CONNECTION DETAIL SCALE: 3/4" SCALE: 1/2"=1'-0" - SHEARWALL TO TRUSS SCALE: 3/4"=1'-0" I— Q Z ]0 CL �U W 0 OR TITEN HD @ 32 O.C. WALL- - 6" FROM EACH END o N w W 'FO KNEEWALL AT ENTRY 0ry 0 SCALE: 3/4" =1'-0" c0 z 0 r�t��N w o PROVIDE STANDARD HOOK •• '` q` .+0• 0 �< Z Z (1) #5 IN TIE BEAM00 ,: s 0, E, V a� Q Q •. 000 _j LL (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN w „ w GROUT FILLED CELL a \a II I z O"" 0 1 >(1) #5 VERTICAL IN g U �< II GROUT FILLED CELL (IF w Z�?,( m REQ'D PER PLAN) w Q ENTIRE COLUMN TO rS] o II I I BE GROUT FILLED w o . SEE PLAN F- C> z Q o '0 2 C U z NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES O 0 rr� D01 VERTICAL REINFORCING 0 - Ili Of DETAIL SCALE: 3/4" =1'-0" ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER PLAN FOR NAILING SPECS ROOF DECK - SEE A PRECAST LINTEL, TYP. NOTE: CUT BACK 2X8 PTOP TO ALLOW CONT. 2X4 P.T. @ ROOF SHINGLES: ROOF TILES: VALLEY FRAMING. e RECESS WHEN REQ'D SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES FRAMING DETAILS FOR DTL MASONRY WALL BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6" O.C. CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS ; SEE PLAN MIN. 2 TAPCON ANCHORS PER 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) 2X8(2) LAYERS OF 3/4" CDX PLYWOOD irr ri 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING GLUED AND NAILED AT 6" O.C. r (3) 16d COMMON STAGGERED (TYP. ARCHED RAFTER) ",� , r� o A e c 16 G . GALV. COATING. NAILS (TYP.) NOTE: ✓r rr tri iirr A 2. MEETS ASTM A527 L LINTEL r ri i t d i -- (SEE PLAN) HEADER PER PRE -ENG. COMMON TRUSSES MAY BE ' �� i p 3: REGULAR POLYESTER _ 4. 1.0/0.5 MIL w/ PRIMER. LOCATION USED ILOCURVED TRUSS ' " iirr r �� F _ it r i% rr F 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE 5. MIN. THICKNESS 0.0187 IN. � / ,�� ,r 6. CHROMATE TREATMENT TOE NAIL S EA. EA. SIDE _ PLAN) SEE FRONT ELEVATION ,r ,/,ir L END , i 2X BLK'G. TO 2x w/ (2) 16d FOR WINDOW TYPE r f 2X4 SPF CONT. N r ��;� HURRICANE ANCHOR AT EACH ° O.S.B. w/ (2) - TOE AILS i r , TRUSS (REFER TO ROOF PLAN) C BLOCKING ATTACH TO EACH END 'r NOTE: ROOF SHEATHING MUST _ [ 8d EACH END EA. O.S.B. 4q> 2X STUDS @ 16 O.C. FOR KNEE WALL C 7/16" OSB W/ (2) 8d NAILS r .2x4 SPF CONT. EA. SIDE NOTE: USE SIMPSON H3, , BE APPLIED AND FASTENED TO 7/16" OSB EA. SIDE, W/ BLOCKING ATTACH H4 OR H5 AT EACH END !r rr r r 1 ( C TO 7/16" OSB w/ (2) 2X BLK'G. TO ;" r , ; �' PRE ENGINEERED ROOF BASE TRUSS PER PLANS BEFORE O LSTA18 @ 32" O.C. STUD TO PRE -ENG ELEVATION VARIES 6d NAILS P N O.C. TO 8d NAILS O S B w/ 2) OF TRUSS/RAFTER �, „ �,' TRUSS BELOW DORMER FRAMING IS INSTALLED. TOP OF MASONRY - SIDE &TOP NAILER END VIEW 8d EACH�ND (TYPICAL) ' TRUSS, SLIT ROOF SHEATHING FOR 7/16" OSB EACH SIDEJ ri, r f �i STRAP ALUM. DRIP EDGE W/ 6d NAILS @ 16 O.C. PRE -ENG. WD °• L 2X BUCKS, SEE TO SIDE & TOP NAILER , r 2X4 WD STUD CRIPPLE TRUSS, 24" O.C. MD04FOR MORE INFO. AT 16"O.C. c> CONT. ROOF SHEATHING NAIL PER 2x CONT, SUBFASCIA 2x BUCKS END VIEW 2x4 PLATES OVER ROOF ii ,� PLAN R-30 INSULATION • DECK -SEE DETAIL BELOW: , - FOR FASTENING SPECS DOUBLE TOP PLATE O PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALVENTED ALUM. SOFFIT L � EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE C F01 ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM o COWAND CONNECT w/ HTS20 @ 32" TIE -BEAM w/ (1) #5 - CONT. GROUT qq SCALE: 1/2" =1'-0" t SCALE: 3/4" =1'-0" SOLID WOOD FRAME &CMU PLATE CONN. DETAIL PRECAST CONC. OR POWERS REFER TO ELEV. w STEEL SILL TYP. @ALL FOR OVERHANG � L WINDOWS WINDOW PER Q IF A/C IS SUSPENDED FROM TOP F PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEENFLOOR PLAN c CHORD (2) 2X4 #2 SYP BLOCKING CHIMNEY CAP FLUE AND FRAMEh REQUIRED @TOP CHORD. 1 SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 TEXTURED O 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, SPEC.'S COMPANY SEE u ^ BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON F PLAN STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING �--�"'`�� TOP CHORD VARIES � TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" V FURRING @ 24" O.C. OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD A A TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF �'" ��� 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING SHOWN FOR CLARITY LL 2X4 VERTICAL @24" O.C. CONC. SLAB - 8x8x16 CONC BLOCK MAX. PROVIDE 4 10d NAILS SEE FOUNDATION � — — — — — — — — — --2x4 #2 SYP CROSS PLAN FOR MOREL TO BOTTOM CHID & (3) 10d * + 2x4 #2 SYP RAT RUN I I BRACING (AT 45°) W/ INFO C NAILS TO TOP CHORD * TOP AND BOTTOM MIN I I (3) 12d NAILS TO RAT 4 MAIN FLOOR C (2) BAYS PAST A/C ( A/C UNIT AND PAN ( RUNS. TYP EACH SIDE ELEV 0'-0" (4) 16d COMMONS NAILED @EACH END LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24 0 F LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE GALV. FLASHING ++ TO EACH TRUSS. TYP I I DISPOSAL BY A/C + EACH SIDE I I SUPPLIER III D III I=_ wlw�yc CONNECTION TO BEI I= L * + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED s I— — — _ _ _ — , _ — — SUPPLIED BY A/C NFOR,D 2X4 BLOCKING W/ (2) 16d mss, TO VERTICAL 2X4'I I - COMMONS END NAILED TO * STANDARD TRUSS — COMPANY L VERTICAL 2X4's BOTTOM CHORD"R1mr`� D SEE SHEET SD1 G * * (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS + + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH ,„ CM01 CHIMNEY PRE-ENGINEERED TRUSS (TI301 A/C IN TRUSS END S0 TYPICAL WALL SECTION 58 �' FRAMING DETAIL SCALE: 3/4" =1'-0° SCALE: 3/4" =1'-0" _ CMU WALL -SINGLE STORY SCALE: 3/4�, - V-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. L ~ 06 W 04 eI F- J nc Qz ?,�. • } �y O W C) cLUz z W ) C W LU 2 U5 — STRUCTURAL SHEATHING CLIP EACH TRUSS - SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE 2x4 SPF #2 KNEE WALL ITH STUDS @ 16" O.C. 2x PT BOTTOM a w/ STRUCTURAL PLATE I SHEATHING FROM TOP 11 _ OF WALL TO BOTTOM OF WALL. ATTACHED PER PRECAST 0 NAILING SCHEDULE LINTEL OR LT OTHERWISE SP2 CLIPS KNOCK OUT ] AT TOP AND SP1 CLIPS COURSE AT BASE ARE REQUIRED CLO 1/2"x8" ANCHOR BOLT MASONRY 11 WALL CONNECTION DETAIL SCALE: 3/4" SCALE: 1/2"=1'-0" - SHEARWALL TO TRUSS SCALE: 3/4"=1'-0" I— Q Z ]0 CL �U W 0 OR TITEN HD @ 32 O.C. WALL- - 6" FROM EACH END o N w W 'FO KNEEWALL AT ENTRY 0ry 0 SCALE: 3/4" =1'-0" c0 z 0 r�t��N w o PROVIDE STANDARD HOOK •• '` q` .+0• 0 �< Z Z (1) #5 IN TIE BEAM00 ,: s 0, E, V a� Q Q •. 000 _j LL (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN w „ w GROUT FILLED CELL a \a II I z O"" 0 1 >(1) #5 VERTICAL IN g U �< II GROUT FILLED CELL (IF w Z�?,( m REQ'D PER PLAN) w Q ENTIRE COLUMN TO rS] o II I I BE GROUT FILLED w o . SEE PLAN F- C> z Q o '0 2 C U z NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES O 0 rr� D01 VERTICAL REINFORCING 0 - Ili Of DETAIL SCALE: 3/4" =1'-0" ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER PLAN FOR NAILING SPECS ROOF DECK - SEE A PRECAST LINTEL, TYP. NOTE: CUT BACK 2X8 PTOP TO ALLOW CONT. 2X4 P.T. @ ROOF SHINGLES: ROOF TILES: VALLEY FRAMING. e RECESS WHEN REQ'D SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES FRAMING DETAILS FOR DTL MASONRY WALL BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6" O.C. CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS ; SEE PLAN MIN. 2 TAPCON ANCHORS PER 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) 2X8(2) LAYERS OF 3/4" CDX PLYWOOD irr ri 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING GLUED AND NAILED AT 6" O.C. r (3) 16d COMMON STAGGERED (TYP. ARCHED RAFTER) ",� , r� o A e c 16 G . GALV. COATING. NAILS (TYP.) NOTE: ✓r rr tri iirr A 2. MEETS ASTM A527 L LINTEL r ri i t d i -- (SEE PLAN) HEADER PER PRE -ENG. COMMON TRUSSES MAY BE ' �� i p 3: REGULAR POLYESTER _ 4. 1.0/0.5 MIL w/ PRIMER. LOCATION USED ILOCURVED TRUSS ' " iirr r �� F _ it r i% rr F 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE 5. MIN. THICKNESS 0.0187 IN. � / ,�� ,r 6. CHROMATE TREATMENT TOE NAIL S EA. EA. SIDE _ PLAN) SEE FRONT ELEVATION ,r ,/,ir L END , i 2X BLK'G. TO 2x w/ (2) 16d FOR WINDOW TYPE r f 2X4 SPF CONT. N r ��;� HURRICANE ANCHOR AT EACH ° O.S.B. w/ (2) - TOE AILS i r , TRUSS (REFER TO ROOF PLAN) C BLOCKING ATTACH TO EACH END 'r NOTE: ROOF SHEATHING MUST _ [ 8d EACH END EA. O.S.B. 4q> 2X STUDS @ 16 O.C. FOR KNEE WALL C 7/16" OSB W/ (2) 8d NAILS r .2x4 SPF CONT. EA. SIDE NOTE: USE SIMPSON H3, , BE APPLIED AND FASTENED TO 7/16" OSB EA. SIDE, W/ BLOCKING ATTACH H4 OR H5 AT EACH END !r rr r r 1 ( C TO 7/16" OSB w/ (2) 2X BLK'G. TO ;" r , ; �' PRE ENGINEERED ROOF BASE TRUSS PER PLANS BEFORE O LSTA18 @ 32" O.C. STUD TO PRE -ENG ELEVATION VARIES 6d NAILS P N O.C. TO 8d NAILS O S B w/ 2) OF TRUSS/RAFTER �, „ �,' TRUSS BELOW DORMER FRAMING IS INSTALLED. TOP OF MASONRY - SIDE &TOP NAILER END VIEW 8d EACH�ND (TYPICAL) ' TRUSS, SLIT ROOF SHEATHING FOR 7/16" OSB EACH SIDEJ ri, r f �i STRAP ALUM. DRIP EDGE W/ 6d NAILS @ 16 O.C. PRE -ENG. WD °• L 2X BUCKS, SEE TO SIDE & TOP NAILER , r 2X4 WD STUD CRIPPLE TRUSS, 24" O.C. MD04FOR MORE INFO. AT 16"O.C. c> CONT. ROOF SHEATHING NAIL PER 2x CONT, SUBFASCIA 2x BUCKS END VIEW 2x4 PLATES OVER ROOF ii ,� PLAN R-30 INSULATION • DECK -SEE DETAIL BELOW: , - FOR FASTENING SPECS DOUBLE TOP PLATE O PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALVENTED ALUM. SOFFIT L � EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE C F01 ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM o COWAND CONNECT w/ HTS20 @ 32" TIE -BEAM w/ (1) #5 - CONT. GROUT qq SCALE: 1/2" =1'-0" t SCALE: 3/4" =1'-0" SOLID WOOD FRAME &CMU PLATE CONN. DETAIL PRECAST CONC. OR POWERS REFER TO ELEV. w STEEL SILL TYP. @ALL FOR OVERHANG � L WINDOWS WINDOW PER Q IF A/C IS SUSPENDED FROM TOP F PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEENFLOOR PLAN c CHORD (2) 2X4 #2 SYP BLOCKING CHIMNEY CAP FLUE AND FRAMEh REQUIRED @TOP CHORD. 1 SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 TEXTURED O 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, SPEC.'S COMPANY SEE u ^ BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON F PLAN STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING �--�"'`�� TOP CHORD VARIES � TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" V FURRING @ 24" O.C. OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD A A TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF �'" ��� 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING SHOWN FOR CLARITY LL 2X4 VERTICAL @24" O.C. CONC. SLAB - 8x8x16 CONC BLOCK MAX. PROVIDE 4 10d NAILS SEE FOUNDATION � — — — — — — — — — --2x4 #2 SYP CROSS PLAN FOR MOREL TO BOTTOM CHID & (3) 10d * + 2x4 #2 SYP RAT RUN I I BRACING (AT 45°) W/ INFO C NAILS TO TOP CHORD * TOP AND BOTTOM MIN I I (3) 12d NAILS TO RAT 4 MAIN FLOOR C (2) BAYS PAST A/C ( A/C UNIT AND PAN ( RUNS. TYP EACH SIDE ELEV 0'-0" (4) 16d COMMONS NAILED @EACH END LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24 0 F LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE GALV. FLASHING ++ TO EACH TRUSS. TYP I I DISPOSAL BY A/C + EACH SIDE I I SUPPLIER III D III I=_ wlw�yc CONNECTION TO BEI I= L * + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED s I— — — _ _ _ — , _ — — SUPPLIED BY A/C NFOR,D 2X4 BLOCKING W/ (2) 16d mss, TO VERTICAL 2X4'I I - COMMONS END NAILED TO * STANDARD TRUSS — COMPANY L VERTICAL 2X4's BOTTOM CHORD"R1mr`� D SEE SHEET SD1 G * * (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS + + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH ,„ CM01 CHIMNEY PRE-ENGINEERED TRUSS (TI301 A/C IN TRUSS END S0 TYPICAL WALL SECTION 58 �' FRAMING DETAIL SCALE: 3/4" =1'-0° SCALE: 3/4" =1'-0" _ CMU WALL -SINGLE STORY SCALE: 3/4�, - V-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. L ~ 06 W 04 eI F- J nc Qz ?,�. • } �y O W C) cLUz z W ) C W LU 2 U5 DATE: 04/15/15 SD2 a 11 _ Z 0 ] CLO Z Z 0 0 .j Uj 0 00 O N 0_jz )w ;0 moo STRUCTURAL ENG: CFG / BAD ( DRAFTING: -STRUCT: BM QC CHECK CC - JOB No. TM - 2150341 ....... - ---- _ SCALE: . - --- AS INDICATED DATE: 04/15/15 SD2 BEf BEAM CONNECTION SIMPSON H10A ' DIAGONAL TO TOP PLT. FRAME WALL CONNECTION SIMPSON A23 @ EACH BRACE TO PLATE31/4' OLD �-/12�: I I \X T PT 2X8 PLT., CANT. FOR CLG.w H 1/2" J -BOLTS w/ UP TO 4'-8" SIMPSON HGA-10 4'-8" < H 7'-0" @ 48" O.C. SIMPSON HGA-10 SURFACE @ 48" O.C. OSB NOT REQUIRED TO OSB NOT REQUIRED BE CONT. @ THE TO BE CONT. @THE TRANSITION FROM TOP TRANSITION FROM PLT. TO GABLE TRUSS BEAM TO GABLE TRUSS NAILS GABLE END DBL. 2x4 TOP PLT. BEAM PER PLAN TRUSS TO FASTEN SIDE WALL SHEATHING PER SIMPSON H -10A PLAN. DIA�nnIn1 Tr) TRUSS PER PLAN BEf BEAM CONNECTION SIMPSON H10A ' DIAGONAL TO TOP PLT. FRAME WALL CONNECTION SIMPSON A23 @ EACH BRACE TO PLATE31/4' OLD �-/12�: I I \X T PT 2X8 PLT., CANT. FOR CLG.w H 1/2" J -BOLTS w/ UP TO 4'-8" NAILING 4'-8" < H 7'-0" Q WASHERS (MIN. A35 DIAGONAL TO ROOF SHEATHING SURFACE 9'-4" < H X14'-0'" 6" EMBED) MIN. 6" TRUSS BOT. CHORDI 14'-0" < H X18'-8" STRONGBACK W/ (2) 2X4 BRACE 2x4 BLOCKING (2) 12d NAILS, 0 FROM EACH END H PER PLAN PROVIDE 16d AND 32" O.C. MAX. ll NAILS GABLE END TOENAILED @ EACH END.AT 24" O.C. � TRUSS TO PLT.@12" O.C. 2X TOP PLATE TO GABLE TRUSS PER PLAN MAX END W/ 16d NAILS @ Ll 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS HGA10KT @ 32 O.C. FRAMING FOR FALSE CMU WALL OR BEAM, IF REQ'D _ LINTEL BELC LX4 J I UUJ L L4•• U.U. W/ TIE BEAM COURSE SINGLE BASE & TOP PLATE VERIFY IF w/ (1) #5 CONT. w/ PLYWOOD SHEATHING FALSE BEAM COVERING IS REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR CONNECTION DETAIL SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. MAX. 45° FROM HORIZONTAL (+/- 1,00) BRACE NOT REQUIRED 6' FROM EAVES. SIMPSON H10A DIAGONAL TO BLOCKING--\ REFER TO PLANS FOR f — EXACT SIZE OF O.H. 1'-4" MAX. r— CONT. 2X4 2X4'S @ 24" O.C. — GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING — PRE ENG. TRUSS 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*** FINISH, 7/8" MIN. THK. SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP PLATE 1/2" x 8" J -BOLT @ 32" O.C. AND 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & WASHER LLI 0 0 N DTC CLIP, (2) 8d NAL INTO = W BLOCKING, 1211/4"x 2 3/4" I_ � CEILING NAILER LL TAPCONS IN CMU. OR AS REQ'D. CMU WALL BELOW TRUSS TRUSS SIMPSON META16 Z O `rylltiitl//// w � i, . MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP L#2 BLOCKING; @ 24" O.C. +° ,` a ti 1/2" GYP. BOARD � � STUD. REFER TO WALL 'SPLICE w/(2) 12d END NAILS @ EACH END. TRUSS PER PLAN q N ON PT. FURRING DETAIL FOR FLASHING%.•°°°"•"•«o`r�®d ® w o REQUIREMENTS (MSTA M -12's MAY :_a a Z\ •�"LU LL. �'«Y N Z Z WALL SHEATHING PER PLAN LAY 2X4 BLOCKING OVER THE c N; `w U BE USED AT ENDS WHERE HEIGHT IS ;<•• LIMITED) LINTEL PER PLAN 4 TOP OF THE BOTTOM CHORD "°- i J NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS -^--�. MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM 2X4 ATTACHED TO EA. GABLE ATTACH w/ 2 10d NAILS 2x WALL, SEE PLAN ',' O @ �•° � � - EACH TRUSS „ �° i4- Q STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALLp���®�• CUD W NFU 6 NON—BEARING WALL CLIP DETAIL CONTRACTOR TO FIELD VERIFY WHICH g CONDITION IS REQUIRED. CONTACT EOR O SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D 0O Z 0 A , !) . m 7 Q a! r r CL O Z Q U UL 2x6 COLLAR TIE HALF WAY UP 0i,,,� ('j HEIGHT OF VALLEY. FASTEN w/ (5) Z r 10d COMMON NAILS @ EACH END 0LV " (TYP.) O o L.i ATTACH 2x6 RAFTER TO 2x8 RIDGE BOARD WITH A35 ON o I w ONE SIDE OF RAFTER. I 2X8 RIDGE ATTACH A35 ON ADJACENT RAFTER TO OPPOSITE SIDE ( BOARD (AS SHOWN) I— FASTEN SYP OR SPF 2X6 (MIN, WIDTH) L _ U) Z PLATE THRU O.S.B SHEATHING y'� Q _ 0 (THICKNESS PER PLAN) TO �F`y U) --- C-0 •r PRE-ENGINEERED TRUSS BELOW WITH �y w0 W� Sieg 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 P�� z0 PLATE TO TOP CHORD OF EACH TRUSS J f Sj BELOW Q W U < e VI 0 C) pill Z 2x6's @ 24" O.C. MAX. J _ c=o FASTEN CONVENTIONAL 2x VALLEY RAFTER t- n Z 0 FRAMING (OR PRE-ENGINEERED VALLEY � O TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 () Ir OR LSTA12 CONNECTORS ((5) 8d NAILS) AT EACH RAFTER TO PLATE CONNECTION z W Z Z �~ W 0 O ♦^ C) I j v I(CF01 FIELD FRAMED Z 05 p VALLEY DETAIL SCALE: 3/4"=1'-0" O CL NOTE: CONTRACTOR TO NAIL 1st KING O STUD INTO HEADER PER HEADER Z SCHEDULE THEN ATTACHED Q 2x CRIPPLES @ 16" o.c: w/ ADDITIONAL KINGS AS REQUIRED 0 SIMPSON SP2 TYP. TOP AND SEE SCHEDULE z Z BOTTOM IF HEADER IS NOT Q FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED W *WHEN STUD LENGTH IS I @ 12" O.C. EACH FACE OR Z LESS THAN 12" USE I 3 -ROWS 12d NAILS STAGGERED 0 LSTA30 STRAPS AT EACH I 2x10 OR Zit (D Lo 2X4 BRACE IF GREATER HEADER 0 STUD WRAPPED OVER I Z c� H REQUIRED SEE TOP PLATE & NAILED TO Z J O CHART. HEADER EACH SIDE w/ i I 0 V) 10d COMMON NAILS (11) 10d NAILS DOUBLE 2x SYP #2 w/ 1/2" 0 LU @ 6" O.C. I I FLITCH PLATE HEADER(U.N.O.), Q (� Q Y ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR w LO 0 PER WF08/SD4 CONNECTION INFORMATION Z O o0 0 GABLE VERTICAL 0 LO I IN—FILLING AND BLOCKING AS w N M U DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO I J 2ND 2X4 BRACE IF STUD TYPICAL I HEADER w/ (2) ROWS OF 12d 0 0 W z i REQUIRED, SEE (U.N.O.) I @ 16" O.C. UNLESS NOTED w -) >_ 0 0 x CHART I I OTHERWISE W a 0= 2x STUDS TYP. U 11.F— II X1/2" THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING ! / HEADER (CENTERED Win TOP PLATE U STRUCTURAL ENG: CFG / BAD OR 6 FROM JAMB STUDS) w/ MIN 6 Q DRAFTING: l EMBEDMENT INTO FOUNDATION ONLY h @ BRG WALL LOCATIONS W/ UPLIFT w STRUCT: BM _ --- -- Op�00 0 QC CHECK: CC NOTE: FNjN �PT BOTTOM PLATE W --- _ ALL GABLE BRACING IS TO BE SYP#2 OR BETTER G JOB No. TM - 2150341 gt)Ilb/�C = SCALE. AS INDICATED DATE: 04/15/15 GABLE END wo' FLAT CEILING GE02 GABLE BRACING F09 WALL HEADER DETAIL w/ BOSTON HIP „_ . „ DETAIL " , „ SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 SCALE: 1/2" =1'-0° SD3 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited, GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 7'-0" (1) 2X4 BRACE ROOF SHEATHING (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H X14'-0'" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2X4 BRACE 2x4 BLOCKING (2) 12d NAILS, PER PLAN TOENAILED @ EACH END.AT 24" O.C. 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS 2x4 OUTLOOKERS SHEATHING SPAN TO BE 2'-C" MAX.) END @ EACH END BRACE TO LEDGER DTC CLIP, (2) 8d NAILS @ 24"o.c. MAX. NAIL W/(2)16d NAILS EA. END INTO BLOCKING, (4) 8d 2'-0" MAX._41 (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP SHEATHING PER BOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS @ EACH WEB PLATE PLAN ATTACH PER NAILING SCHEDULE SIMPSON H-10(TYP.) L- -DTC CLIP, (2) 8d NAILS INTO z DOUBLE TOP PLATE MASONRY WALL BLOCKING, (2) 1/4"x 2 3/4" 8. TAPCONS IN CMU. OR w EXTERIOR SHEATHING. END NAIL OUTLOOKER OR LINTEL SEE SIMPSON META16 w ATTACH PER PLAN FROM W/(2)16d N I S TO TRUSS DBL. 2X8 U-' 2X FACIA, END NAIL !1��� PLAN TOP OF WALL TO BOTTOM O TOP PLT. W/(2)16d NAILS@EA. 2x8 #2 SPF STUDS AT O.C. OUTLOOKER HOLD WALL DOWN 3-1/2 STD �7 M CONDITION @ C � p U MASONRY WALL OR LINTEL SEE f 2x8 #2 SYP PT. BASE PLATE W/ 1/2"x8" ANCHOR BOLT OR TITEN PRE -ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS PLAN . HD @ 32" O.C. & 6" FROM EACH (TYP.) END SHEATHING PER PLAN 1'-9" MAX. ATTACH PER NAILING SCHEDULE TEXTURED CEMTITUOUS VAULTED CONDITION @ CMU FINISH, 7/8" MIN. THK. SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP PLATE 1/2" x 8" J -BOLT @ 32" O.C. AND 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & WASHER LLI 0 0 N DTC CLIP, (2) 8d NAL INTO = W BLOCKING, 1211/4"x 2 3/4" I_ � CEILING NAILER LL TAPCONS IN CMU. OR AS REQ'D. CMU WALL BELOW TRUSS TRUSS SIMPSON META16 Z O `rylltiitl//// w � i, . MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP L#2 BLOCKING; @ 24" O.C. +° ,` a ti 1/2" GYP. BOARD � � STUD. REFER TO WALL 'SPLICE w/(2) 12d END NAILS @ EACH END. TRUSS PER PLAN q N ON PT. FURRING DETAIL FOR FLASHING%.•°°°"•"•«o`r�®d ® w o REQUIREMENTS (MSTA M -12's MAY :_a a Z\ •�"LU LL. �'«Y N Z Z WALL SHEATHING PER PLAN LAY 2X4 BLOCKING OVER THE c N; `w U BE USED AT ENDS WHERE HEIGHT IS ;<•• LIMITED) LINTEL PER PLAN 4 TOP OF THE BOTTOM CHORD "°- i J NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS -^--�. MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM 2X4 ATTACHED TO EA. GABLE ATTACH w/ 2 10d NAILS 2x WALL, SEE PLAN ',' O @ �•° � � - EACH TRUSS „ �° i4- Q STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALLp���®�• CUD W NFU 6 NON—BEARING WALL CLIP DETAIL CONTRACTOR TO FIELD VERIFY WHICH g CONDITION IS REQUIRED. CONTACT EOR O SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D 0O Z 0 A , !) . m 7 Q a! r r CL O Z Q U UL 2x6 COLLAR TIE HALF WAY UP 0i,,,� ('j HEIGHT OF VALLEY. FASTEN w/ (5) Z r 10d COMMON NAILS @ EACH END 0LV " (TYP.) O o L.i ATTACH 2x6 RAFTER TO 2x8 RIDGE BOARD WITH A35 ON o I w ONE SIDE OF RAFTER. I 2X8 RIDGE ATTACH A35 ON ADJACENT RAFTER TO OPPOSITE SIDE ( BOARD (AS SHOWN) I— FASTEN SYP OR SPF 2X6 (MIN, WIDTH) L _ U) Z PLATE THRU O.S.B SHEATHING y'� Q _ 0 (THICKNESS PER PLAN) TO �F`y U) --- C-0 •r PRE-ENGINEERED TRUSS BELOW WITH �y w0 W� Sieg 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 P�� z0 PLATE TO TOP CHORD OF EACH TRUSS J f Sj BELOW Q W U < e VI 0 C) pill Z 2x6's @ 24" O.C. MAX. J _ c=o FASTEN CONVENTIONAL 2x VALLEY RAFTER t- n Z 0 FRAMING (OR PRE-ENGINEERED VALLEY � O TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 () Ir OR LSTA12 CONNECTORS ((5) 8d NAILS) AT EACH RAFTER TO PLATE CONNECTION z W Z Z �~ W 0 O ♦^ C) I j v I(CF01 FIELD FRAMED Z 05 p VALLEY DETAIL SCALE: 3/4"=1'-0" O CL NOTE: CONTRACTOR TO NAIL 1st KING O STUD INTO HEADER PER HEADER Z SCHEDULE THEN ATTACHED Q 2x CRIPPLES @ 16" o.c: w/ ADDITIONAL KINGS AS REQUIRED 0 SIMPSON SP2 TYP. TOP AND SEE SCHEDULE z Z BOTTOM IF HEADER IS NOT Q FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED W *WHEN STUD LENGTH IS I @ 12" O.C. EACH FACE OR Z LESS THAN 12" USE I 3 -ROWS 12d NAILS STAGGERED 0 LSTA30 STRAPS AT EACH I 2x10 OR Zit (D Lo 2X4 BRACE IF GREATER HEADER 0 STUD WRAPPED OVER I Z c� H REQUIRED SEE TOP PLATE & NAILED TO Z J O CHART. HEADER EACH SIDE w/ i I 0 V) 10d COMMON NAILS (11) 10d NAILS DOUBLE 2x SYP #2 w/ 1/2" 0 LU @ 6" O.C. I I FLITCH PLATE HEADER(U.N.O.), Q (� Q Y ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR w LO 0 PER WF08/SD4 CONNECTION INFORMATION Z O o0 0 GABLE VERTICAL 0 LO I IN—FILLING AND BLOCKING AS w N M U DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO I J 2ND 2X4 BRACE IF STUD TYPICAL I HEADER w/ (2) ROWS OF 12d 0 0 W z i REQUIRED, SEE (U.N.O.) I @ 16" O.C. UNLESS NOTED w -) >_ 0 0 x CHART I I OTHERWISE W a 0= 2x STUDS TYP. U 11.F— II X1/2" THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING ! / HEADER (CENTERED Win TOP PLATE U STRUCTURAL ENG: CFG / BAD OR 6 FROM JAMB STUDS) w/ MIN 6 Q DRAFTING: l EMBEDMENT INTO FOUNDATION ONLY h @ BRG WALL LOCATIONS W/ UPLIFT w STRUCT: BM _ --- -- Op�00 0 QC CHECK: CC NOTE: FNjN �PT BOTTOM PLATE W --- _ ALL GABLE BRACING IS TO BE SYP#2 OR BETTER G JOB No. TM - 2150341 gt)Ilb/�C = SCALE. AS INDICATED DATE: 04/15/15 GABLE END wo' FLAT CEILING GE02 GABLE BRACING F09 WALL HEADER DETAIL w/ BOSTON HIP „_ . „ DETAIL " , „ SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 SCALE: 1/2" =1'-0° SD3 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited, GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 7'-0" (1) 2X4 BRACE 7'-0" < H 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H X14'-0'" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2X4 BRACE 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ 2 1/4" 2x DBL TOP 15 0 0 1 NAIL AT BASE USING 2 ROWS OF 8d COMMON NAILS 3" O.C. 3/8 O Q O @ SHEATHING PER 2 PLATE BEYOND MIN.: /2 SHEATHING w z - X 4%" SIMPSON SDS SCREWS @ 16" O.C. MAX. a _ PN U_ O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3 O.C.CONNECTION PER PLAN LJJ ATTACH TO GABLE END STUDS W/ (2) 1/4' X 3/2' n p Q SIMPSON SDS SCREWS @ 16" O.C. MAX. _ _ _ _ _ _ - _ - - a i Q NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS QO.-, 'A'= NAIL Q IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 TF 1 U IT- 7ILEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. I I I I I I I I I I I I NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANSSPACINGEXTERIOR WALL II I I II_ I) I I II Q STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2" OR TRUSS III — — — @ 3 O.C. 2X12 BOX HDR w/ 2x8's TOP & BOT., -- - -- - ool III III II I I I I II WALL © PLYWOOD SPLICES HEADER - NAIL SHEATHING TO HEADER W/ 8d FASTEN A 10d X 3" NAILS A 6" O.C. 2X8 SHEATHING @ q TO 2X12 AT WALL TO BE FASTENED TO III III I I I I I I I SPLICE, SEE COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM 1/2" PRECAST LINTEL w/ (2)ROWS STAGGERED z 12 2x4 SYP #2 OR PRE-ENGINEERED M III OPENING III I I I I I I I 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 ROOF TRUSSES @ 24" O.C. MAX. w r n SEE PLAN DESIGNED FOR SHINGLE ONLY III III II 4 II II MAX 1/8 SPACE _ V MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL SEE i III 3 III I II II II BETWEEN J � PLAN i i W ZO ROOF SHEATHING ATTACHED PER III TYP. III I I I I I I I I PANELS _j 0 NOTE: EXTERIOR SHEATHING I w - NAILING SCHEDULE u- p i n �- AROUND III I I I I II 2x STUDS BEYOND, � 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT OPENING SEE PLAN FOR X " RESISTANCE: P40 OTHER FASTENERS REQ'D. EXCEPT TRANSOM O III III I I I I II II ¢ STUD SLOPE AS REQ'D — SIMPSON 4 10d NAILS FOR CONV. _ MORE INFO w z I- O AS NOTED ON PLANS. SHEATHING SPLICE, WINDOWS SEE i O H3 CLIP O III III I I II I 11 — cn i z C) FRAMED MEMBERS ONLY 7I ` "71- _ al } BETWEEN EXTERIOR PLAN 5 U) II I I I( II ( I I I I I I I I I I I cn ¢ I- SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING & BLOCKING _ I 2X6 P.T. SYP. #2 CONT. w/ (2) J III I I I II I II I II II (I (I n = o p STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS GYPSUM „ C) 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS -' U) cn COWALLBOARD 1/4 X 4 TAPCONS @ 16 O.C. m PRE-ENGINEERED ROOF ]I—I.L �I� ��� ,� =IL ,.�� O w REQUIRED BETWEEN STUDS. JOINT, MAX. SPACED EVENLY VERTICALLY 4 ------------.— wO N0 LINTEL SEE p TRUSSES 24" O.C. MAX. 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ O c 1/8 GAP _ —FLOOR SYSTEMT — _ w NAILING PER PLAN • iY (2) 1/4" X 4'/z" SIMPSON SDS SCREWS @ 1$" O.C. MAX. — — — 4'-0" MAX SCHEDULE PKT SGD w ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/2' , CUT TO FIT 2x BOTTOM PLATE y 2X8 P.T. SYP. #2 TOP & SIMPSON SDS SCREWS @ 16" O.C. MAX. 1 BEYOND SEE PLAN 2X4 BLOCKING ATTACH PER MANUF. SPECS BOTTOM w/ 10d NAILS @ a IF ATTACHING 70 MASONRY USE 2x4 PT SYP #2 OPENING SIZE PLACED FLATWISE o LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS W Lu Lu EACH END (SDO1 SHED ROOF DETAILAF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL PS01 HEADER SECTION POCKET LL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SGD W/ TRANSOM SCALE: 3/4" =1'-0" o -04 NOTES:Ln r--- 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + ®,\ sas ®• a� o 6 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION ++ Z¢ Z 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) ' R� NOTE: 4 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PLATE LENGTHS MUST BE AT ) EDGE DISTANCE 2x4 #2 SYP BLOCKING �' ,� • o LEAST 8'-0" LONG. TYP. PER DETAIL SEE TRUSS PLAN ► ,�• '�` PIPE OR DUCT W/ PENETRATION TO 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4 s OF MORE THAN 50 /o OF TOP TO BLOCK OUT TOP PLATE 1 • '� . Q , FOR MORE INFO @ 24 O.C. w/ (3) 12d w ,�. � � Cl.,. � � PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d 3' O.C. „ NAILS @ EA. END ®� e• •• � J O PSPN516Z W/ (12) 16d NAILS TYP. @ (SOLID B 0/CK W02 NAILS O.C. �® ••eeee®a. G�a4 J_ J O 2' EDGE 3 EDGE 5 EDGE .ALONG w/ ® �� Ilk Ilk TOP & BOT. ) 10d x 3 CONNECTORS "�` ®z�DOUBLE 10d @ 3" O.C. 2x4 STUDS PER DOUBLE 2X4 TOP PLATE 10d x 3 ++++ ++ + FRAMING (PLAN :.ZID COMMON - 0 2x8 #2 SPF VERTICAL @ w TOP SPLICE O w z 4„ , 24" O.C. w/ EXTERIOR d D n n z J v SHEATHING & 4 12d z 3' z z 5-- �n _ ¢ 2x4 #2 SYP P.T. @ EACH TRUSS w/ O I M�4! 5" 4 1/2" a w vai (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @EACH BRACING e ` y lie* 10d x 3" TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS Z ,,. � .. cY7 2x4 BEYOND AGAINST COMMON w @ EACH VERTICAL Q�„ 2x8 STUDS cv � ri • Od x 3" O O A C� TRANSOM BETWEEN LINTELS W TOP SPLICE COMMON z z w z SEE PLAN FOR w ° ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP z OPP. SIDE a a U LINTEL INFO Q 3 q 0 ' ¢ SLOPE AS REQ'D PLATE W/ (4) 16d NAILS ((2) ON �j I I cn I I � I I z 10d x 3" _ - PLATE W/ (4) 16d NAILS ((2) ON DOUBLE 2X8 - - OPP. SIDE ¢ 2x6 #2 SYP P.T. CONT. w/ (2) U • � EA. SIDE TYP. AT ALL EA. SIDE) TYP. AT ALL -v �r - ,U EXTERIOR CONDITIONS TOP PLATE 10d x 3" ° 11 „ O EXTERIOR CONDITIONS 2x8 STUDS PER � _ 1/4' x 3 1/2 TAPCONS @ 12 w O .; FRAMING PLAN COMMON • VERTICALLY CALLY EVENLY Z4 U BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD O TOP PLATE TRANSITION _ OVER STUD DETAIL ATTACHMENT BY 2x6 � O BUILDER 2x8.#2 SPF TOP & BOTT. w/ 8d > � (2) 2X4's (2) 2X6's (2) 2X8's O 2 2X COLUMN INSIDE PLY NAILS NAILED AT 8 O/C NAILS @ 4" O.C. TO 2x4 MEMBERS o! STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X�S a F0 TYP. BRG WALL TOP PLATE SPLICE V1/Fp 2x BUILT-UP STUD (3) or (4) 2x COLUMN PS02 SECTION AT POCKET w SCALE. 3/4 =1-0 SCALE: 3/4" =1'-0" U COLUMN DETAIL SLIDER SCALE: 3/4"=1'-0" SEE ROOF SHEATHING, STRUCTURAL SHEATHING (2) 2x TOP PLATE Z PLAN - NAIL PER PLAN xxxx � Cn ATTACHED PER NAILING U_ W SCHEDULE DOUBLE TOP PLATE O (2) 2x BUILT-UP COL.. � 0 SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d 2X4 #2 SPF ' t�' °�` SP2 @ EACH STUD z NAILS @ EACH END BLOCKING @ Q W Z� y 2x4 #2 SYP CONT. w/ (2) 16d ¢ �j COMMON NAILS EACH STUD OR J TRUSS MEMBER, TYP. MAX.24" w SIMPSON LSTA30 w/ - 24" END (2) Q ( w 16d END NAILS � J PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER O.C.). IF MASONRY, USE (2) 1/4" U) EACH END ROOF TRUSS - SEE CONDITIONS STRAP _ J U) v TAPCONS w/ MIN. 2" EXTERIOR SHEATHING FRAMING PLAN FOR AROUND TALLER STUD) Q Z EMBEDMENT @ 24" O.C. SPACING NAIL PER PLAN 0 PRE-ENGINEERED ROOF TRUSS - TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR w Q �H 4- CONNECTION MORE BRG. WALL INFO x x U LU I--• 6 7x x zz J Z Z {�. WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN (2) 2x TOP PLATE I I 4 0 2X8 #2 SPF VERTICAL @ 24 O.C. n I— SEE PLAN FOR STUD SIZE & SPACING. � W DOUBLE 2x BLOCKING w/ MIN W/ EXTERIOR SHEATHING O F -- MIN (2) 2x UNDER GIRDER SEE WF06/SD3 (4) 12d NAILS @EACH END ATTACHED PER NAILING U I•- LD02 LEDGER AT LOW ROOF TRUSS U.N.O. NFORFOR ORE SCHEDULE END (4) 12d NAILS Q W SIMPSON LSTA24 @ TOP & BOTTOM Z = SCALE: 3/4" =1'-0" EACH STUD w� 2X BRG WALL, SEE PLAN 4. 2X8 w/ (2) 10d NAILS W FOR STUD SIZE &SPACING. 11 LINTEL SEE @ EACH VERTICAL a MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP A TRUSS U.N.O. SEE PLAN FOR • O w/ (2) ROWS OF 10d NAILS PLAN PKT SGD.... � ATTACHEDMENT z CONNECTION STAGGERED @ 8" O.C. BY BUILDER Q P7 POST (AS NOTED) CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS O INDICATED ON BEAM SCHEDULE. IF BUCKET -j IS INSTALLED THE SHORT SPAN STRAP IS F1 SECTION AT DOUBLE BEARING4F1 WALL STEP BEARING PS03 SECTION AT POCKET �_ NOT REQUIRED. SLIDER SCALE: 3/4"-1 0 EXTERIOR BEAM AS NOTED SCALE: 3/4" =1'-0" FRAME WALL SCALE: 3/4" =1'-0" LU a 11 HTS20 CLIP FROM POST TO BEAM I=- Z n 0 LAP BEAM PLYS AND NAIL AS SHOWN Z (5) 0.131 x 3 1/4" NAILS PER PLY Q H _ Z ? 0 HTS20 CLIP FROM POST TO BEAM 2:0„ "0,. 0 J EXTERIOR BEAM AS NOTED ���R<qA ROOF SHEATHING, ��FR�yA ROOF SHEATHING, 0 ( Q W 1 PLAN VIEW p0 TOP OF POST TRS FASTEN PER PLAN TRV FASTEN PER PLAN I- W 0 Y ss ss 2x4 FRAMING @ 24" Q.C. 2x4 FRAMING @ 24" O.C. /+++ 2x8 TO UNDER SIDE Wtp (�PT POST AS NOTED MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO OF ROOF SHEATHING � � N ( LEDGER LEDGER + + w f- PROVIDE (4)10d x 3" PROVIDE (4)10d x 3" + + p V 0 J Z NAILS AT JOINT NAILS AT JOINT _ L11 � 0 O ABU POST 10d (NAILS @ 4" O.C. 2X6 FACIA 10d NAILS @ 4" O.C. 2X6 FACIA Q 0 _ BASE (AS NOTED) PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL @ 0 5/8" THREADED ROD w/ PER PLAN PER PLAN NUT SET IN ADHESIVE SP4 TO EACH OVERHANG MORE INFO AND 24" O.C. w/ EXTERIOR � c; CONNECTION SHEATHING ATTACHED TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS PER NAILING SCHEDULE � STRUCTURAL ENG: CFG / BAD PER PLAN TO LEDGER PER PLAN TO LEDGER _J DRAFTING: _..._ _._..._. - ° I I ° 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ 2 & U S NAILS EACH ¢ TRUSS MEMBER I - a SEE FOUNDATION O Z-STRUCT: BM CMU WALL PER PLAN „ „ 2x FRAME WALL PER PLAN • w __. PLAN FOR ADDITIONAL 1/4 X4 TAPCONS @ 16d NAILS @ 16' O.C. 1' I I % INFO 12" O.C. LINTEL SEE PLAN w�Mi QC CHECK: CC \ 1 1 i U 4 / PKT SGD ATTACHMENT 2x8 w/ (2) 10d NAILS @ Ui JOB No. TM - 2150341 BY BUILDER EACH VERTICAL _ _- SANFnR,D SCALE: AS INDICATED CONDITION @CMU WALL CONDITION @FRAME WALL SIDE VIEW BASE OF POST ©. .� _ --- ----- _ — ;R�5'�'+�� ~ DATE: 04/15/15 CD01 CORNER COLUMN FRAMING4F11 TRUSS SCAB DETAIL NOT USED (PS04 SECTION AT S.G.D. SCALE: 3/4"-1-0 SCALE: 3/4 1-0 SCALE: 3/4" =1'-0" 158 4 SD4 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 JI VIII I'll 1 ..:. ._. ., ..__w.,wldwa„a•di�..L__ _..,,�,: ,, T l .,w:,:... ,.......- —— ......:.......w«r.a-..,,,:»__. ,. ------- «.a.-...._. .__..___._..._.......;...,..__..... _. ...,..._ .. _.._- ..__ ... .. .. +..»..,...,...� 3/4" SHEATHING 2x STUDS 16" O.C. SEE PLAN @ 16" O.C. 2x4 STUDS SIMPSON LSTA30 STRAP !� SOLID SHEATHING TYP. (U.N.O.) SHEATHING PER PLAN @ C� ATTACH PER NAILING (MAX 10° ANGLE) W/ (22) 1 Od h'�c @ HEADER 2x4 #2 SYP BLOCKING SCHEDULE EXT. FINISH SEE. 1/2" GYP. BOARD SHEATHING PER PLAN OVER FT SIMPSON SP4 w/ $ 10d @ 48 O.C. W/ (2) 12d WALL PRE-ENGINEERED ROOF NAILS. BEND STRAP OV O 3/4 SHEATHING TYP. ATTACH PER NAILING TOENAILS EACH END 2x STUDS 16" O.C. SEE PLAN (U.N.O.) 2x BOTTOM 2x4 BOTTOM PLATE TRUSS - SEE FRAMING PLAN @ OM PLATE W/ SCHEDULE TOP PLATE MIN. 3", THEN. X 1 1/2" @ 24" O.C. � SYSTEM 42 FLOOR 2x 12d AT 12 O.C. FOR LOCATION & SPACING RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE DECKING PER STUDS/HEADER U.N.O. ON PLAN 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. FLOOR NAILING ATTACH SHEATHING TO .• • 2x4 #2 SYP ANGLE AT 12 O.C. AGAINST TRUSSL MAX SCHEDULE RIBBON BOARD WITH (2) - EXTERIOR SHEATHING FROM ; (2) 2X HEADER SEE 2ND VERTICAL PRE -ENG FLOOR TRUSS OR __:___ ROWS 8d NAILS @ 3" O.C. ; TOP OF WALL TO BOT. RIBBON, FLOOR PLAN FOR MIN. @ 48 O.C. (4) 16d NAILS RIBBON TRUSS STRAP - SEE • » HEADER SIZE & REQ'D STAGGER ROWS 1.5' • NAIL PER PLAN , W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, ==-- TO EACH TRUSS SIMPSON----_,FRAMING PLAN FOR " J 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 JAMB STUDS Q NAILS @ EACH END SEE WALL SHEATHING TO MASONRY OR ; S CRIPPLE STUDS AT EACH END Z SYS. 42 FLOOR CONNECTOR SCHEDULE FOR FLOOR TRUSSES WITH (2) + ____ ; EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. NAILED TO STUD PACK w/ 10d NAILS IF HEADER IS UPSET w TRUSSES @ 24" CONNECTION == STRUCTURAL COLUMN - • ' @ 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: SEE CONNECTOR SEE PLAN FOR SIZE " : W O.C. (MAX) O.S.B. TO OVERLAP SILL _ ATTACH SILL w/ (2) 1 O TOENAILS (1) 2x SILL PLATE w/ (2) LU Z SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP PLATE 1 1/4" (MIN.) GYP. CLG. BD. . ATTACH RIBBON TO AT EACH END OF SILL (MAX OPEN'G 1Od TOENAILS. (� 1/2" GYP. CLG BD OR " CONNECTION STUDS PLATE 2 5/8" TYPE "X" WHEN 2x BOTTOM RIBBON EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS w — 8d NAILS @ 3" O.C. WALL O SHEATHING TO BOTTOM 1/2"' GYP. WALL BD. OVER 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN / OPENINGS LESS THAN INGARAGEOR BLOCKING (PT IF MASONRY WALL 4' BUT LESS THAN 6' --'� 4FT (1) 2x SILL PLATE w/ U PLATE RIGID UNSUNG BETWEEN BEARING DIRECTLY OR FRAME WALL7- +; DECKING PER FLOOR (2) 10d TOENAILS. (� 8" CMU WALL 2X4 PT SILL PLT. IF KNEEWALL P.T.. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STRAP W/ � � NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & + OPENING LARGER THAN z 0 8"CIMU (10) 1 O TO STUDS & (8) 1/4 X —0 W NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. +• (4) 1/4 X 2 1/4 TITENS IF FLOOR " 4FT (2) 2x SILL PLATE w/ 2-1/4" TITEN SCREWS TO ». FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, " A35 CLIPS EACH SIDE w/ C) 4s�i 2 -STORY CONNECTION S 1 2 STORY CONNECTIONAS, 2 STORY WALL CONNECTION USE SIPONCOURSE. '" CONNECTION ION INF R USE SIMPSON MSTCM60 +• CONNECTION INFO.. CONTRACTOR TO USE SIMPSON 2x CRIPPLES @ 16" O.C. Q +• MSTCM60 STRAP w/(20) 16d SINKERS & � w!(2) 10d TOENAILS T&B p SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" \, SCALE: 3/4" = 1'-0" STRAP W/{20) 16d SINKERS & (PLYWOOD SHEATHING @ PARALLEL WALL @ PERP. WALL @ CANTILEVER (14) 1/4 X 2 1/4 TAPCONS FOR (14) 1/4" X 2 1/4" TITENS INSTEAD OF • TRUSSES 20" TO 26" DEEP „ MSTA36 STRAP (IF TITENS ARE NOT IN REQ'D T&B) O (IF TITENS ARE NOT IN LINTEL LINTEL COURSE OR INTO FILLED CELL SEPARATE SHEATHING .. SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. ,: - o COURSE OR INTO FILLED CELL FOR MORE INFO _ UNDER WINDOW --- - - - USE 1/4" X 1 3/4" TITENS) U.N.O. :: -� ;, SEE DETAIL WS11/SD5 N 2nd FLOOR WALL; SEE PLAN NOTE: FOR MORE INFO w W CONTRACTOR TO PROVIDE FOR MORE INFO. IF PROVIDE BLOCKING STRAPS CALLED OUT WITHIN THIS DETAIL ARE ' • ADEQUATE WATERPROOFING.SHEATHING IS NOT BELOW JAMBS IF FLOOR .» �� ONLY REQUIRED WHEN INDICATED AS SUCH ON ». w � NO CONCRTE SLAB PERMITTED '" �� THE STRUCTURAL PLANS OR WHEN TH CONTINUOUS TO BOTTOM OF TRUSS IS NOT PRESENT E O •• �� +• •� FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE STRUCTURAL SHEATHING IS NOT CONTINUOUS _----�'�J •" FROM TOP OF WALL TO BOTTOM OF FLOOR �; \ *�;; O ff®®1111 �1111dd®d�►j Uu TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO QQ� 0- c STRAPS FROM EA. STUD TO SYSTEM AND WHEN 3 OR MORE WINDOWS ARE „, TRUSS IN A ROW (ONLY JAMB STUDS BETWEEN 2X TOP & BOT. RIBBY S, w®•� , �•••J� �e - It N WINDOWS) CENTER WINDOWS MUST HAVE CONT. ••!&r •• °° W SEE ARCH DWGS FOR C� LSTA30 STRAPS TOP AND BOTTOM AND EACH ° `" •.,Q Z z TOPPING INFO SIDE OF OPENING TO TRANSFER LATERAL PROVIDE BLOCKING "9 MASONRY WALL SEE � ,,;&.� ,—.• ' HANDRAIL BY OTHERS BELOW JAMBS+ " ° LOAD PLAN FOR MORE INFO � W S0 GIRDER / COL. CONNECTION SO HEADER CONNECTION 1�1 0 CL ••...•• • dZOP 3/4 PLYWOOD FLOOR �'` —� O IW— @ 2nd FLOOR SCALE: 3/4" =1'-0" @ 2nd FLOOR SCALE: 3/4" =1'-0 < \ PE��" �" J I DECKING ATTACHED PER ®dd �� �, LL f NAILING SCHEDULE 4111111111®� ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: SLOPED BALCONY FLOOR <, TRUSS (12" TALL) (60/15/5 MIN. w 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES LOADING) W/ LUS26 OR LUS46 PRE-ENGINEERED ROOF 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS TRUSS - SEE FRAMING PLAN < CL TO LEDGER � S SIMPSON LSTA30 w/ (22) � 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) FOR LOCATION & SPACING yFFT 104 NAILS (MAY BE O U 4..1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX SEE PLAN ° ° DOUBLE 2X TOP ANGLED UP TO 10°) p ,,, �Q 5. MIN. THICKNESS 0.0187 IN. SHEATHING 6. CHROMATE TREATMENT s - PLATE SOLID SHEA EXTERIOR SHEATHING @HEADER THING ZQ Ify,�d N PRE-ENGINEERED ROOF SEE WS11/SD5 FOR SIM. END o -- o - FROM TOP OF WALL TO M r- TRUSSES @ 24" O.C. f A CONDITION ° BOTTOM RIBBON SIMPSON SP4 w/ (6) W p i, LINTEL PER PLAN TRUSS STRAP - SEE ° o ATACHED PER NAILING F- z 104 x 1 1/2" @ 24" O.C. a R-30 INSULATION FRAMING PLAN FOR 0 ° SCHEDULE EACH SIDE Q oO CONNECTIONS ° o OF WINDOW LOCATION = M TRUSS STRAP SEE ROOF 2x12 #2 SYP CONT. LEDGER W/ ° 0 i5 PLAN EQUALLY SPACED ° o �* (2) 2x SPF TOP PLATE O VERTICALLY @ 24" O.C. AND @ o o (2) 8d NAILS @ 3" O.C. TO Z O BEARING EA: END VERTICAL (MIN. 2" JAMB STUDS & FLOOR (2) 2X HEADER - SEE 2ND ` FROM T&B) TRUSS BELOW SEE PLAN FLOOR PLAN FOR MIN.. � O HEADER SIZE & REQ'D SEE WS10/SD5:FOR 0� ADDITIONAL INFO STRUCTURAL COLUMN ,- JAMB STUDS o- 1/2" CEILING GYP. BD. SEE PLAN FOR SIZE 2X BOTTOM PLATE LLI ALUM. DRIP EDGE AND REQ'D # OF DECKING PER DECKING PER 0 DBL. TOP PLATE 2x CONT. SUBFASCIA STUDS FLOOR NAILING �� FLOOR NAILING U HDR PER PLAN SCHEDULE SCHEDULE VENTED ALUM. SOFFIT o � FLOOR TRUSS SEE FLOOR TRUSS SEE U �/ o SEE WS06/SD5 FOR WINDOW WINDOWAS SCHEDULED rBF`01�SECTION AT BALCONY ° FRAMING PLAN FOR SILL/FRAME DOWN INFO FRAMING PLAN FOR p �/,J Z ° CONNECTION INFO CONNECTION INFO .j U S MIN 2x4 STUDS @ 16" O.C. SCALE: 3/4 V-0" O .,� U) SEE PLAN FOR MORE INFO TEXTURED CEMTITUOUS \ O Z � FINISH, 7/8" MIN. 1/2' GYP. BD. NOTE: ( < 1 (1) SIMPSON LSTA30 ° STRAPS CALLED OUT WITHIN THIS DETAIL ARE Q W Z THICKNESS 2x BOTTOM PLATE w/ STRAP W/ (11) 1 O TO o ONLY REQUIRED WHEN INDICATED AS SUCH ON U Q (2) 124 AT 12" O.C. ENGINEERED STUDS ABOVE PLATE ° THE STRUCTURAL PLANS OR WHEN THE SIMPSON LSTA30 w/ J _~_.I MID -SPAN BLOCKING U.N.O. TRUSS STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 104 TO STUDS w U.N.O. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. z ~ 3/4" O.S.B. FASTEN PER PLAN � Z ' R-11 BATT INSULATION WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST U Ir FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN w 0 H ~ FOR DEPTH AND DIRECTION FLOOR GIRDER OR U W � Z BEAM SEE PLAN z ..J 0 j FLOOR SYSTEM DRAFT 4so GIRDER / COL. CONNECTION4so HEADER CONNECTION 8~ SEE DETAILS ABOVE FOR STOPPING AT 1000 SQ FT REFER TO ROOF PLAN O ~ MORE INFO. MAX: DRAFT STOPPING FOR CONNECTIONS 2nd FL. HIGH BM. SCALE:3/4"=1'-0" @ 2nd FLOOR HIGH BEAM SCALE: 3/4"=1'-0 a w N MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD ? _ .� OR 15/32" OR 7/16" OSB. p � BEARING SEE PLAN ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS REFER TO PLAN FOR BUILT-UP COLUMN INFO. ' � 1/2" DIA. THREADED ROD WITHIN (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE 10d NAILS :.. - PRE ENG. FLOOR SYSTEM - (2) SIMSON LSTA 18 -� LINTEL AS PER PLAN FINISH, 1/2" MIN. I IF NO FLOOR SYSTEM STRAPS CENTERED @ 6" FROM COLUMN - TRUSS PER a INSTALL KNEEWALL & FLOOR W/ (14) 1 O NAILS z � PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ (4) 2X STUDS 'LJATTACH 3-1/2" CONIC. SLAB (2500 UNDER COLUMN ABOVE (2) 164 NAILS @ 6" O.C. PLAN LO J SHEATHING PER PLAN 2X STUDS Z J 0 - -- ATTACH PER NAILING 0 W/ (2) 164 NAILS @ 6" WD. HD. HT. l SECTION FOR MORE INFO. Q SCHEDULE, O.C. SEE PLAN (2) SIMPSON LSTA18 CONTINUOUS FROM ' 0000 OR FIBER REINF. CONC. VAPOR BARRIER ON 6 MILin __. TOP OF TOP PLATE TO l STANDARD CORNER A -A CALIFORNI --- ... BOTTOM PLATE. STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS WINDOW AS SCHEDULED i BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS l 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 A A TEXTURED CEMTITUOUS WOOD BASE BOARD � 1/2" DIA. THREADED ROD WITHIN GIRDER ACCOM DATE TRAP FINISH, 1/2" MIN. 6" FROM COLUMN - TRUSS PER a OctLi z 11 THICKNESS ON CMU 3-1/2" CONIC. SLAB (2500 SEE BRG WALL/ 2 -STORY WALL PLAN LO J Z Z J 0 0 p.s.i.) w/ 6x6 10/10 W.W.M. l SECTION FOR MORE INFO. Q Wi 1 �o� (2) SIMPSON LSTA18 ' 0000 OR FIBER REINF. CONC. VAPOR BARRIER ON 6 MILin 0 l REFER TO FOUNDATION N STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS W 0 W Z i. PLAN FOR FTG. INFORMATION SEE TRUSS LI >-a0 r h VERT. #5 IN FILLED CELL 3-1/2" CONC. SLAB LAYOUT FOR HANGER C (2) SIMPSON META16 STRUCTURAL ENG; CFG / BAD C DRAFTING: FIN. FLR. LI -STRUCT: BM - -- QC CHECK: CC - - - JOB No. FLOOR TRUSS TO TM - 2150341 CSCALE: AS INDICATED - - - _ ----- MASONRY WALL °0 • ' SEE SHEET SDI FOR FTG DETAILSN=1 " ( •'I D DI_ - - MASONRY WALLGRADE CLEAN COMPACTED TREATED. FILL TRUSS PER PLAN 4so TYPICAL WALL SECTION4so 2 -STORY COLUMN S1 WALL TO FLOOR TRUSS4SO4SECTION CORNER FRAMING ATT. 2 STORY CMU / FRAME SCALE: 3/4" =1'-0" @ GIRDER SCALE: 3/4" =1'-0" CONN. DETAIL SCALE: 3/4" =1'-0" 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. [ (3) 2X STUDS 4�L A CORNER A -A F A F h 2X 2ND FLOOR STUDS F SEE PLAN FOR MORE i INFO. i L L SEE FLOOR FRAMING PLAN FOR FLOOR f SYSTEM INFO. F EXTERIOR [ SHEATHING FINISH W/ TOP OF MASONRY F ATTACHED PER NAILING SCHEDULE i L �}\LDI L [ SANFORD H -' DATE: 04/15/15 SD5 a OctLi z 11 O LO J Z Z J 0 0 Q Wi 1 �o� 0000 0 _ N W 0 W Z LI >-a0 h C STRUCTURAL ENG; CFG / BAD C DRAFTING: LI -STRUCT: BM - -- QC CHECK: CC JOB No. TM - 2150341 CSCALE: AS INDICATED DATE: 04/15/15 SD5 _ .. ,. ..,.. ... __.._...__. .._..___, _. .� J..l�w iL.dY�.J�.aw'L.�,..wa•....,,,,„w,,.�;. � 2X 2nd FLOOR WALL W/ SIMPSON SP2 ........s,:..,.,.ee,.w.w.,.w..p..w,.,»,,,.,,,,,,M...,...,..,.,:�..,..... ....w..,..�.......,..»,...W,,.� ,,...m...�4,..:.,w,.m,.:�...•,.�.;,,:.,,,,w .,,.,,,,.....� .�,�,.u.,...IM `_. __. „_,.,�,....�.,�,..•,�:....... ___. ..... _____ .�Lnwau�d.” .�._: ._._�—.__ +eau ... _. _ 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 W ARCHS NAILS NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & Q 2x8's @ 16" O.C. '; APPROVED BLDG. USE SIMPSON MTS12 OR LSTA18 TO BLOCKING SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON ROOF SHEATHING SPACING. D MAX (U.N.O.)WRAP BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ N ATTACH PER NAILIG SCHEDULE H BY OTHERS SHEATHING PER PLAN STUD 1S CONNECTED w/ 16" O.C. TO TRUSS BELOW) ATTACH PER NAILING MT512 OR LSTA18 2X BLOCKING W/ (2) 12d PRE-ENGINEERED SCHEDULE 2x4 #2 SYP TOENAILS EACH END PLYWOOD FLOOR TRUSS -SEE PLAN 2X4 CONT. W/ (2) 12d Q MSTAM24 EACH SIDE (2) BLOCKING w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING NAILS TO EACH STUD z W w OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & SCHEDULE WALL BELOW W/ (9) PLATE w/ 1/2" EPDXYSIMPSON (2) 10d NAILS. H2.5 EA. 10d NAILS AND 5 O ANCHOR BOLT OR UNDER WINDOW JAMBS TRUSS 2X6 #2 SYP CONT. LEDGER W/ (2) %4'x3" 2x8 #2 SYP SILL PLATE W/ � 0 (2) 2x SYP #2 TRUSS PER PLAN 1/4"x2 3/4 TAPCONS PER STRAP J- BOLT W/ MIN. 7 EMBEDMENT @ 32" O.C. USE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SDS WOOD SCREWS @ 16 O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. LU 0 - I BUILT-UP STUD PT 2x8 BOTTOM & 3" FROM EACH END TRUSS PLAN FOR FLOOR TRUSS SEE PLAN FOR 24" O.C. --- 7" EMBEDMENT & 6" FROM (� - COLUMNS PLATE O.S.B. TO OVERLAP CONNECTION INFO EACH END Z U LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO 4„• SIMPSON LUS26. USE n\-C.M.U. p U) 4 1x PT NAILER (MIN.) TRUSS. VERIFY W/ SHOP ° LUS26-2 FOR 2PLY TRUSS LLI LOW ROOF TRUSS SEEHDRAWINGS m0PT FURRING AS TRUSS PLAN FOR °a. 2x8 LEDGER W/ MIN. (4) 16d NAILS WALL SEE PLAN (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 SCREWSa 8" CMU WALL 4 EXT. FINISH, PER ARCHS MASONRY USE HETA16 24" O.C.) OPT. TRUSS RECESS LEDGER 0 w @ 0 o N W LV (LD01 LEDGER AT GIRDER WALL SPLICE L S CEo SECTION COMBO LD03 SECTION AT OPEN TO ABOVEF02 SCALE: 3/4" _ ,-0" TRUSS SCALE: 3/4"=1-0" LEDGER SCALE: 3/4"=1-0" rI ri ! l s DETAIL SCALE: 11/2" _ ,-0" i sir w 04 • %LCA W_ O LU Z Z EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 @ ATTACH PER NAILING TOP &SP1 @BASE. LSTA19 SHEATHING PER 2x4 BLOCKS, 2 16d NAILS O @ �. A 2X4 #2 SYP NAILER TO STUDS W/ '""p •„„p U J SCHEDULE OR MTS12 MAY BE USED @ EXT. SHEATHING ATTACH PER 2x4 NAILER w/ (2) 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.'" Q BASE. 2 2X4 #2 SYP BLOCKING W/ O 2X8 16" O.C. - SEE FRAMING @ PLAN FOR MORE INFO. NAILING SCHEDULE 10d NAILS @ 16 O.C. SHOWN. FASTEN ROOF SHEATHINGTO BLOCKS w/8d SECTION FOR ADDITIONAL INFORMATION __ ROOF AND EXTERIOR ® + t+®+,+ + _Q 0 '�'� '��!�+ ��� �-• -� O 2X BLOCKING W/ (2) 12d NAILS 6" O.C. SHEATHING ATTACHED "� " 9 \ U_ SIMPSON HUC24-2 EA. END W/ (4) 10d & (2) 10d NAILS. TOENAILS EACH END 2x4 STUDS @ 16" O.C. @ 1p PER NAILING SCHEDULE ,� �� ." I®�gs�pl�wlga� USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d 1/2" GYP. BOARD w UNDER WINDOW JAMBS. NAILS @ 12" O.C. (5) 16d NAILS BRACE ;___ 2X8 #2 SYP CONT. LEDGER W/ _ 2x4 BLOCKING BETWEEN STUDS w/ (2) 12d TOTE NAILS SEE LD02/SD4 SIMPSON H10A @ EACH DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH SIMPSON H2.5 TRUSS TO (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, (L 2 O A" ti 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24" O.C. MAX. (INSTALL (4)NAILS 'N 2< EACH END FOR MORE INFO. ALL AD ROD ADJACENT DIAGONAL, FASTEN %4'x3" SDS WOOD SCREWS 16" AT EA. SIDE OF G.T.) 0 r 4 '�11 @ 48' O.C. TO DIAGONAL w/ 2 16d NAILS O O.C. MAX - EQUALLY SPACED & 3 -_ Q I' � c� TRUSSES PER PLAN FROM END OF LEDGER -USE 3 O 0 . --- SIMPSON LUS26 OR IF 2It -PLY F1r o , 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24 O.C. IS REQUIRED LEDGER " ' ° `: TRUSS SIMPSON LUS26-2 w r • w/ 1/2' EPDXY ANCHOR° CONNECT TO DOUBLE - TRUSS TO LEDGER p O `u' BOLT OR J -BOLT W/' MIN. 7' TOP PLATE w/ 16d NAILS WALL BRACING @ 48" O.0 MAX. 45° FROM TRUSS VERECESSERIFY FYOw/ SEE FLOOR FRAMING F N & r ay ' ^ �.++,I o O EMBEDMENT @ 32" O.C. & 3' FROM EACH ENDN @ g" O,C, o HORIZONTAL (+/- 10) BRACE NOT REQUIRED SHOP DRAWINGS_ WS1 /SD5 FOR MORE O VERIFY PLAN FOR LOCATION Q , �° (2) 2X4 TOP PLATE 6' FROM EAVES. AND DIRECTION (IF PARALLEL w 8 CMU WALL, NP. U w _ 0 PRE-ENGINEERED TRUSS - °^ a 2X BEARING WALL (MIN.) O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4 MIN. SEE WS10/SD5 FOR BLOCKING d l 4�M U SEE FRAMING PLAN FOR ° C.M.U. WALL WITH ROOF LOAD INFO. Z p.s SPACING &CONNECTION SEE PLAN ° OPT. TRUSS RECESS LEDGER 0 INFO. °d. °° 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. �, 50; O IL Q S1 SECTION AT RAISED F1 SECTION ATOPEN ABOVE F1 2 STORY FRAME WALL LD04 SECTION AT LOW ROOF - w BRACING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" _ V-0" �+�+ HEEL TRUSS SCALE: 3/4" _ V-0" SCALE: 3/4" =1'-0" o: I-- U) D r �+�+ z A SEE PLAN FOR DEPTH OF LANDING U) LL O J Fn 0§r -:8•t LU �. STANDARD (3) 2X12 STRINGERS w/ SIMPSON PLYWOOD SHEATHING OVER LANDING _- ATTACHED PER GENERAL a~�— FLOOR CONSTRUCTION NOTES SEE TRUSS PROFILE/ARCH PLAN FOR MORE INFORMATION O U OJ < F-- C)z Q 0 , otSbj 0 e6 J 1 I 2 2x SPF TOP PLATES I 1 1 A35/USP MP34 CLIP TO12 FLOOR SYSTEM &~ -..., 2x8 #2 SYP JOISTS @ PRE ENGINEERED WD TRUSSES @ 24' O.C. W _ U) v z 1 I 1 I I 1 I 1 LANDING FRAMING LANDING 16"OI.C. w/ @ FIBERGLASS SHINGLES OR __ I- O 1 (2) 2x HEADER SEE FLOOR I 1 2x STUDS SEE PLAN 1 SIMPSON A35/USP MP34 ,i/ OR LUS26 HANGER ON TILE VERIFY WITH ELEVATION W 0 U fli Q ♦, 1 PLAN FOR MORE I 1 j z EACH SIDE TRUSS ANCHOR (SEE PLAN) Q J z 1 I I I (2) 2X12 REQ'D @ END OF ♦♦^^ G 1 INFO I 1 LANDING FOR STRINGERS z g ROOFING FELT vJ �` TO CONNECT TO w/ 2 SIMPSON A35/USP MP34 'r 0 APA STRUCTURAL EATHING p 0 h N 1 I 1 1 EACH END TO LEDGER f Uj w ATTACHED PER NAILHNG SCHEDULE Q LLI I I I 1 SEE PLAN FOR MASONRYLU z _ 1 B 1 1 1 / WALL OR WOOD WALL p U5 �..� MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE W 2x SPF I END OF LANDING w/ MIN. (6) IL BASE PLATE 16d NAILS FROM LEDGER TOL STUD PACK 2x8 #2 SYP (P.T. IF MANSONRY (2) 2x HEADER SEE PLAN FOR I z PRE-ENGINEERED 1 I FLOOR SYSTEM I WALL CONT LEDGER w/ 3) 16d ) ( O.H. MORE INFO & CONNECTIONS Q Q 1 1 KNEEWALL OR BEAM 1 PLAN VIEW .@ NAILS 1 EACH @ UD.((2>1/4 x31/26" O.C. MAX. TO LANDING TITENS @ 16" O.C. MAX. FOR SEE 2nd FLOOR PLAN FOR SEE ELEV APPROPRIATE HEADER DETAIL . WINDOW SEE PLAN FOR LOCATION Z O 3/4" PLYWD. DECKING MASONRY WALL) 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO W < (2) 2x SPF 1 1 I 1 TOP PLATES I 1 1 MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OFTRUSS/GIRDER SEE PLAN FOR _ Z 11 1 I GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL I- 0 1 1 I ` SPACED 1/2" x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE 1 B STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW Q 0 to 1 FLOOR SYSTEM NAILS WALL SHEATHING IS Z 1 2x STUDS SEE PLAN I I 1 (2) 2x HEADER PER PLAN STOPPED BELOW ROOF LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL = Z 0 0 1 1 I I SEE FLOOR � 1 1 PLAN FOR MORE 1 I I 1 ROOF SHEATHING ATTACHED PER NAILING 00 0 W �e 1 1 INFO RISERS SCHEDULE 0 1 I 1 1 PLYWOOD FLOORING SEE z00 0 0 1 1 2x P.T. BASE PLATE SEE FLOOR FRAMING PLAN FOR MORE INFO 04 1 1 1 1 TREADS 2x BASE PLATE w/12d @ 24" O.C. F- BEARING SCHEDULE I 1 I I TO FLOOR SYSTEM BELOW w J Z FOR A.B. INFO I \� w LU W W 1 I I 1 SEE PLAN FOR 0 0 DIRECTION& MORE L - - - T - - U Q = SEE FOUND. PLAN FOR FTG. REQ. INFORMATION Q_ 2x12 STRINGERS ONE T _ _ -....,, A a ON EACH SIDE AND (n 1/2" THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2" ATTACH A SCHEDULE ON FLOOR PLANS FOR C TOP PLATE TO HEADER WITH LSTA12 BENT o a ONE @MID -SPAN FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS -� Q STRUCTURAL ENG: CFG / BAD DRAFTING: LOCATION &CONNECTION INFO MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE E_ Z BM STUD AND (5) 10d NAILS INTO HEADER STRUCT: SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER ,ST O JACKS / KINGS # OF STUDS TO O FLOOR HEADER CONTACT EOR TO F � QC CHECK: CC JOB No TM - 2150344 MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE SANORID SCALE: AS INDICATED OF STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCONS DAA TE: 04/15/15 "Fl 2nd STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SR01 GENERAL LANDING & F 1 TYPICAL WALL SCALE: 3/4'' =1'-0" FOR EXTERIOR 2 STORY WALLS WALL & EXTERIOR STAIR FRAMING INFO SCALE: 3/4" _' 1'-0" SCALE: 3/4" =1'-0" SECTIONSD6 r0PVQIr,NT nnrn gnlA- Tho infnrmatinn rnntninarl in this rinriimant is rnnvrinhtarl and is the aye hicivp nrnnprtv of MnNTA rnN.qtll TING R 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 strictly r,rohibited. LINE WITH MIDDLE STANDARD (3) 2X12 STANDARD (3) 2X12 BEAM MIN. (3) 2x SYP #2 STRINGERS W/ MAKE PANELS WIDTH STUDS REQ'D @ END SIMPSON A34 CLIP TO OF ELEVATOR DOOR OF LANDING W/ MIN. (6) FLOOR SYSTEM STRINGERS W/ 16d NAILS FROM (2) 2x12 2x6 LEDGER TO STUD 12'4" MIN $" BEARING FOR PACK PENDING LANDING CENTER PANEL. ALL UTILIZED AS BLOCKING SIMPSON A35 / A34 OTHER PANELS $'-0" LINE UP 2xJOIST IN BEAR ON LEDGERS LINE WITH MIDDLE STANDARD (3) 2X12 SEE ARCHS. FOR MAX. BEAM CONSTRUCT PANELS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING RISE OF STEPS AND 2x12 STRINGER TO BE STRINGERS W/ LLI (2) 2x12 2x6 MIN. TREAD DEPTH 12'4" (1) 2x12 (1) 2x8 2x6 PENDING LANDING ELEVATOR SHAFT UTILIZED AS BLOCKING SIMPSON A35 / A34 HEIGHT AND PLAN $'-0" 11'-0" (2) 2x12 THRU DOOR OPENING, 6'-0" Q 2x6 1 3 CLIP TO FLOOR WIDTHS MAY VARY. WALL COULD BE D 10'-0" (2) 2x12 REQUIRED. SEE PLAN 6'-0" PANELS 1 AND 2 TO BE 2x6 FOR REQUIRED SYSTEM & LANDING (3) 2x12 2x12 INSTALLED AND HEADER AND AF 7'-0„ 9'-0" -(1) 2x12 (1) 2x8 2xJOISTS @LANDING FRAMING SUPPORT A INFORMATION. (3) 2x12 2x8 ALLOW FOR PANEL 3 (2) 2x12 2x8 ' 8-41 0 @ 16"O.C. W/ SIMPSON Q 5'-0" BE INSTALLED LAST z (3) 2x12 PLATFORM LAYOUT AND WILL AID LOCKING o (2) 2x12 EVERYTHING 2x JOIST (P.T. IF z A35 OR LUS26 HANGER TOGETHER. W Z �0 I I I I MID SPAN BLOCKING p F- W/ (2) 12d TOENAILS z ON EACH SIDE FLOOR SY§,YEEM 2X6 #2 SPF CONT. „ PARTY WALL OR ELEVATOR WALL SEE PLAN MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12 O.C. ON ANGLE TYP. CONTRACTOR TO SEE ARCHS. FOR MAX. BEAM CONSTRUCT PANELS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING RISE OF STEPS AND TO SLIDE INTO THE 2x8 LLI (2) 2x12 2x6 MIN. TREAD DEPTH 12'4" (1) 2x12 (1) 2x8 2x6 PENDING LANDING ELEVATOR SHAFT F- HEIGHT AND PLAN $'-0" 11'-0" (2) 2x12 THRU DOOR OPENING, 6'-0" Q 2x6 1 3 2 WIDTHS MAY VARY. WALL COULD BE D 10'-0" (2) 2x12 REQUIRED. SEE PLAN 6'-0" PANELS 1 AND 2 TO BE 2x6 FOR REQUIRED (3) 2x12 2x12 INSTALLED AND HEADER AND AF 7'-0„ 9'-0" -(1) 2x12 (1) 2x8 2x6 SHIFTED OUT TO SUPPORT A INFORMATION. (3) 2x12 2x8 ALLOW FOR PANEL 3 (2) 2x12 2x8 7'-0" 8-41 (WHICH IS LONGER) TO Q 5'-0" BE INSTALLED LAST z (3) 2x12 PLATFORM LAYOUT AND WILL AID LOCKING o (2) 2x12 EVERYTHING 2x JOIST (P.T. IF 7'-0„ TOGETHER. W Z �0 I I I I MID SPAN BLOCKING p F- W/ (2) 12d TOENAILS 0 5'-0" OR LESS (2) 2x12 LEDGER w/ (3) 16d I I I I (1) 2x12 (1) 2x8 2x6 6'-0" NAILS @ 16" O.C. MAX. I I I I z () LEDGER W/ (2) 1/4 X g 3-1/2" SDS SCREWS @ q O 16" O.C. MAX INTO o 2X6 #2 SPF RIM BOARD LLI \ _ 6' MIN. RIMBOARD W/ (3) 16d NAILS INTO m C] o STUDS OR FLOOR JOISTS 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH o 12" O.C. W/ (3) 16d END END UNDER W / NAILS FROM RIM JOIST PLATFORM TO JOISTS W/ 2X6 MID '� \ w SPAN BLOCKING w 2X6 #2 SPF @ 12" O.C. 0 (2) 2x BEAM PER 2xJOIST (P.T. IF MAX 6'-0° o j N SCHEDULE REQ'D @ 4'-0" MAX LU TO _ SEE PLAN FOR = Lu 70, END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT S' ADDITIONAL BEARING STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d z WALL INFORMATION MAX 6'-0 0 CONNECT TO, BEAMTO MATCH JOIST NAILS @ 16" O.C. MAX. W TO BEAR DIRECTLY ON DEPTH W/ (3) 1Od TO EACH STUD. ((2) 1/4 z STO4 ELEVATOR TEMP. FLOOR MIN 7/16" FLOOR PLATFORM DETAIL z w ,BUILT UP COLUMNS x 3 1/2" TITENS 16" TOENAILS EACH END BELOW O.C. MAX. FOR M�®°®� 'e 3/4"=1'-0" SHEATHING ux ���° rrrr.P li n MASONRY WALL) 10 MIN. 2x4 CONT. TOP PLATE ° °• o A -A PLAN VIEW 90 DEGREE TURN LANDING 3Y2� 2x4 CO TOP PLATE PLATE 2x4 CONT. TOPePLA'T V,0 , ® W Z SEE SCHEDULE FOR MAX WIDTH OF LANDINGto 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE 31„ (ATTACH TOP PLATE ' " OL SEE ARCH PLAN NAILS 2 TO STUDS W/ 2 16d m W �" 24" O.C. O , e-4 Q MIN. (3) 2x SYP #2 MAX. 4'-0" ABOVE FLOOR STUDS REQ'D @END 2x4 #2 SPF STUDS @ "' ° ® 0°" ❑_ 3/4 PLYWOOD OR OSB x X 24 O.C. W/ 2 12d TOE NAILS ° T` ••� J OF LANDING W/ MIN. (6) „ „ O • SEE PLAN FOR DEPTH SHEATHING OVER 16d NAILS FROM @ i OF LANDING 2x6 VERTICAL 6'-0 I TOENAILS BOTTOM 24" O.C. EVERY OTHER ®•®®•°�'!• 1� w NOTCH SILL PLATE 2x4 #2 SPF STUDS ® s °•G C a J 0 LEDGER TO STUD LANDING ATTACHED TAI R WIN DER DETAIL O.C. MIN. AND ANY 2x4 SILL PLATE w/ (2). D`` G @ FOR VERTICAL NOTCH SILL AND STUD TO BE / ` P a® PACK PER GENERAL FLOOR OPENING. W/IN 1Od NAILS @ 4" O.C. PLYWOOD FLOORING ®��Id)I,Illl��rr�` ; CONSTRUCTION HANDRAIL KNEEWALL (NOTCHED @ 2x6 I W NOTES VERTICAL LOCATIONS). ATTACHED TO I -JOIST TO ALLOW VERTICAL w BELOW (OTHERWISE 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR ATTACH W/ (2) 12d a 4 MID SPAN BLOCKING NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO TOENAILS @ BOTTOM) 2 U p TO MATCH JOIST PLYWOOD SHEATHING ACCOMMODATE 2x O DEPTH W/ (3) 1 Od 2xJOIST LEDGER (P.T. OVER LANDING U w ATTACH 2x6 VERTICAL O „ 16d TOE NAIL EA. z � /" co �.. ' - IF ATTACHING TO ATTACHED PER 2x6 VERTICAL AND TO I -JOIST W/ 3 Ya x 3 2x4 SILL PLATE W/ (2) ❑ {0, STANDARD (3) 2X12 TOENAILS EACH END ulllll,i i v SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS ¢i N SIMPSON A34 / A35 CONSTRUCTION SECTION X -X @ ANY OPENING EQUALLY CONT. BRACE & 10d M o SPACED/CENTERED IN + + FLOOR SHEATHING CLIP TO FLOOR � _ - NAILS 4" O.C. TO 6 z NOTES 2x4 CONT. TOP PLATE � w ,� ❑ 16 O.C. ATTACH TOP PLATE TO 3 5 I JOIST TO OUTSIDE t-- 4 ' x z SYSTEM & LANDING O z MAX 4/$ FACE OF JOIST +8 + o FRAMING BEAM @ END OF STUDS 2/ (2) 16d TOE + + ATTACH 2x4 TO I -JOIST = ° O J 0 LANDING PER NAILS + + W/ (2) Ya''x3" SDS M 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR SCREWS EQUALLY w C) SCHEDULE I=— 24 O.C. W/ 2 12d SPACED & CENTERED O U r „ W TOENAILS BOTTOM 'Jill2cn U ai 2x4 CONT. TOP PLATE SEE PLAN FOR SLICE CUT PLYWOOD IN I -JOIST � � ,d MASONRY WALL OR FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN _ � WOOD WALL STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR 8" WIDE WEB SIMPSON A35 NAILS STIFFENER @ 48" O.C. O CONNECTIONS 2x4 #2 SPF SILL PLATE X ( X ROWS OF Od)NAILS @ B B W/ (2) 1 O NAILS @ 4 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR w O.C. 24" O.C. W/ (2) 12d I 2x4 SILL PLATE W/ (2) 3" O.C. NOTE: tY MASONRY WALL OR 10d NAILS @ 4" O.C. STIFFNER TO BE TOENAILS BOTTOM I— FRAME WALL BEYOND (2) SIMPSON LSTA24 (NOTCHED @ 2x6 FLUSH w/ OUTSIDE OF (2) 2x BEAM PER 2x JOIST (P.T. IF STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). BOTTOM CHORD SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO STUD) EVERY 48" O.C. PLYWOOD FLOORING END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT �'` c �+ C p Q p ("� TO ALLOW VERTICAL ❑ Z STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d B -B CROSS SECTION OF BEAM TO LEDGER FLOOR BEAM CONDITION TO SLIDE DOWN TO CO CONNECT TO. BEAM „ FLOOR BEAM SEE FACE OF I -JOIST V J Lu A35 OR LUS26 HANGER NAILS @ 16 O.C. MAX. 0 PLAN 2x6 VERTICAL AND to a n TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" z O w. - BUILT UP COLUMNS x 3 1/2" TITENS @ 16" ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & 0 a z T_ BELOW O.C. MAX. FOR STRINGERS TO BE TO I -JOIST W/ (3) Ya" x 3" U z A j @ ANY OPENING I— N MASONRY WALL) SDS WOOD SCREWS _ Z A -A PLAN VIEW @ 1 80 DEGREE TURN LANDING NOTCHED AT LANDING EQUALLY 24" I -JOIST SEE PLAN O J Q E S Z ^ SEE SCHEDULE FOR MAX WIDTH OF LANDING SPACED/CENTERED IN LU W o� g (3) 16d TOENAILS I -JOIST TO OUTSIDE I- Z Z STO2 HANDRAIL CONNECTION AT FLOOR BEAM FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR _ O a E A35 @ EA. STRINGER \ TO LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE -� ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE —� ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" BEAM/JOISTS REQUIREMENT AT LANDING SEE ARCHS. FOR MAX. BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING RISE OF STEPS AND (3) 2x12 2x8 8'-0" (2) 2x12 2x6 MIN. TREAD DEPTH 12'4" (1) 2x12 (1) 2x8 2x6 PENDING LANDING \ (3) 2x12 HEIGHT AND PLAN $'-0" 11'-0" (2) 2x12 LAYOUT. HEADER 6'-0" (1) 2x12 (1) 2x8 2x6 WITHIN SUPPORT (3) 2x12 WALL COULD BE 8'-0" 10'-0" (2) 2x12 REQUIRED. SEE PLAN 6'-0" (1) 2x12 (1) 2x8 2x6 FOR REQUIRED (3) 2x12 2x12 91_01, HEADER AND AF 7'-0„ 9'-0" -(1) 2x12 (1) 2x8 2x6 5'-0" SUPPORT A INFORMATION. (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8-41 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 2x JOIST (P.T. IF 7'-0„ I I I 2x6 5'-0" ATTACHING TO I I I I 2x8 8'-0„ (1) 2x12 MASONRY WALL) CONT I I I I 5'-0" OR LESS (2) 2x12 LEDGER w/ (3) 16d I I I I (1) 2x12 (1) 2x8 2x6 6'-0" NAILS @ 16" O.C. MAX. I I I I TO EACH STUD. ((2) 1/4" I I I I x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY CONNECT TO. BEAM WALL SEE PLAN FOR TO BEAR DIRECTLY ON MORE INFO BUILT UP COLUMN 2x JOIST PER BELOW. SCHEDULE MIN. (3) 2x4 SPF #2 COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6,-0„ 12'4" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 $'-0" 11'-0" (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" (3) 2x12 2x12 91_01, (2) 2x12 2x8 7'-0„ 9'-0" -(1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8-41 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0„ 7'-0„ (1) 2x12 (1) 2x8 2x6 5'-0" 6,-0t' (2) 2x12 2x8 8'-0„ (1) 2x12 2x6 51-011 „ 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" N.T.S. O 3/4"=1'-0" W Q Vi j It Q W Q Z LL 0 o SEE ARCH PLAN I I--- 2x4 CONT. TOP PLATE 0V, MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 0Ll.l STUDS W/ (2) 16d 'TOE < LU 2x4 #2 SPF STUDS X X NAILS z = O @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x6 VERTICAL @ 6'-0" (NOTCHED @ 2x6 I 2x4 #2 SPF STUDS @ O O.C. MIN. AND @ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d OPENING W/IN VERTICAL LOCATIONS). TOENAILS BOTTOM 2 HANDRAIL NOTCH SILL PLATE 0 KNEEWALL FOR VERTICAL NOTCH SILL AND z PLYWOOD FLOORING TO ALLOW VERTICAL J 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO ❑ NAILS @ 4" O.C.„ FACE OF TRUSS L -BRACE @ 6 -0 O.C. & 3:Q @ ANY OPENING 11 2x4 CONT. TOP PLATE w W Z ATTACH 2x6 VERTICAL (ATTACH TOP PLATE F_ O TO STUDS W/ (2) 16d ❑ DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4” x 3 3 1/2" TOE NAILS Q SDS WOOD SCREWS I— SECTION X -X N.T.S. EQUALLY U Z ~ SPACED/CENTERED IN 2x4 #2 SPF STUDS @. F=- Z J 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER J ATTACH TOP PLATE E TO FACE OF TRUSS STUD TO BE O -- Q W 1 STUDS W/ (2) 16d TOE 32 I ATTACHED TO TRUSS 0 o Y NAILS '`�` I BELOW (OTHERWISE w 0 00 0 SEE ARCH PLAN ATTACH W/ (2) 12d z O 91 MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) w 2 N m 2x4 #2 SPF STUDS @ X X I 2x4 SILL PLATE W/ (2) ❑ V J Z 24" O.C. W/ (2) 12d I NOTCH FLOOR T LU W TOENAILS BOTTOM I SHEATHING TO I 16d TOE NAIL EA. w � J 0 ACCOMMODATE 2x CONT. BRACE & O j O Q O= 2x4 SILL PLATE W/ (2) NAILS @ 4 O.C. TO F 2 NOTCH SILL AND I 10d NAILS @ 4" O.C. a=•=FLOOR SHEATHING U 0- ___ PLYWOOD FLOORING (NOTCHED @ 2x6 _ TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS U) STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO W/ 2 Y4"x3" SDS - - f ..... -- .. O Q DRAFTING: FACE OF TRUSS SCREWS EQUALLY F- _ SPACED & CENTERED z STRUCT: BM ATTACH 2x6 VERTICAL 2x6 VERTICAL AND ' IN TRUSS p TO TRUSS W/ (3) Ya" x 3° L -BRACE @ 6'-0" O.C. & �VILD�N� W QCC CHECK: CC SDS WOOD SCREWS @ ANY OPENING JOB No. TM - 2150341 BASE PLATE PER FLOOR PLAN NOTE:_ - EQUALLY SANFORO � SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN DATE: 04/15/15 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE ��F,ARTM��; ~ 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STOP GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE of INSIDE BEAM. NAIL ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 5 - 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) 151 1 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.