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Home My WebLink About204 Big Spring Ter 15-1893 (new sfh) (a)THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5GIA, 5HINGLE ROOF, ELECTRIC NEAT, 50 GAL. W.N., 200 AMP SERVICE/PANEL BOX, PAINTED KNEE WALLS, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, LOT 52 - THORNBROOKE 40' s DARLINGTON - 2585 - ELEV. "C" GARAGE LEFT TAYLOR MORRISON REDRAW NOTES 05-11-15 CREATED LOT SPECIFIC PLAN FOR LOT 52 IN THORNBROOKE 40'6, ELEVATION "C" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 INSERT, 9 FT. POCKET SLIDER AT FAMILY ROOM, DEN, 8 FT, INTERIOR DOORS AT MAIN FLOOR ONLY, RECE55ED CAN LIGHTS, CEILING FAN PRE=WIRE AND ELECTRICAL OUTLET INT. NON WET AREA. PLAN REVISIONS RECORD COPY REVIEWED FOR CODE COMPLIANCE PL$NSIJMI�R two DATE SANFOR�7 �iU1LC31NG DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED ;Results to be Verified at Slab Inspection ,;�,)lLD/k61 UhFz,'S A IN"' 1c,,) GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.G. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESSES ARE TO BE CONSIDERED "NOMINAL DIMENSIONS' 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 SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH III mm) GYPSUM BOARD OR EQUIVALENT FLASHING: I, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR x w w DIRECTION, AND AROUND ROOF OPENINGS. LO C LOO LO 2. APPROVED GORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE 0 NC 000 rn • J08 NUMBER 25002.1417* CAD FILE NAME LOT 5 THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND A5TM C926. INSTALLATION OF :. ?JM 1 V'1WI WINDOW INSTALLATION: ISSUED 05-11-15 EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F,B.C, RE51DENTIAL CODE R103,6.2 AND A5TM C 1063. PROVIDE BOND ID 0 0 DAVIS BEWS o1o COV - GENERAL NOTES INDEX SPECIFICATIONS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. LLt turn REWSED r 0C', 0 �� roti STUCCO CONTROL JOINTS: z rg v 150 STATE STREET EAST RMA DRA&P,3. 15,C> OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.41 THRU 1,11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. FLASHING: I, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED GORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE EXTERIOR FINI5HE5: WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE • J08 NUMBER 25002.1417* CAD FILE NAME LOT 5 THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND A5TM C926. INSTALLATION OF Y 1 V'1WI WINDOW INSTALLATION: ISSUED 05-11-15 EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F,B.C, RE51DENTIAL CODE R103,6.2 AND A5TM C 1063. PROVIDE BOND WINDOW5 SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION DAVIS BEWS BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE 8103.6.3 COV - GENERAL NOTES INDEX SPECIFICATIONS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DESIGN GPOVP REWSED STUCCO CONTROL JOINTS: 1 j� 1 SLAB V I NTE [] F /` CE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, 50LID CORE �-/`'� R A 150 STATE STREET EAST RMA DRA&P,3. 15,C> OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.41 THRU 1,11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. 2A1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENT'S: 813.925.1800 FAX WWW.DAVISBEWS.COM ►l!/� "119 AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN e 2A2 - MAIN FLOOR PLAN DIMENSIONSEST.1994�> EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FUR HANGE ASP✓-IALT SHINGLES (IF APPLICABLE) R /� I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2h AND 8905.2.6.1. 2B1 1 �- UPPER FLOOR PLAN NOTES 2. ASPHALT 5HINGLE5 SHALL ONLY 13E USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON5IDE 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 •°•• e•°• �� c� "" � CONTROL JOINTS: ,: .°Lu L11",L •. ria Z, • ' ' CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR CII18 AND INSTALLED 3 C 2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN EGRE55 - � �' U �; � � i , EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW 0 �• THE SLEEVE, I ON A SHALL BE APPLIED TERMITES. 4 B - UPPER FLOOR ELECTRICAL PLAN 2. PROTECTION 2. PROTECTION AGAINST DECAY AND TERMITES, -CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN16H FLOOR LINE OF THAT PARTICULAR ROOM. '., _ • DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL; WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, FLASHING: I, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED GORRO51ON-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 D N G I N D E/� EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). Y 1 V'1WI WINDOW INSTALLATION: WINDOW5 SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION DAVIS BEWS COV - GENERAL NOTES INDEX SPECIFICATIONS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DESIGN GPOVP / / DWELLING / GARAGE OPENINGS: 1 j� 1 SLAB V I NTE [] F /` CE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, 50LID CORE �-/`'� R A 150 STATE STREET EAST RMA DRA&P,3. 15,C> OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. s � oo � 2A1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENT'S: 813.925.1800 FAX WWW.DAVISBEWS.COM PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. MkN4P k * 1DE1%vER. 2A2 - MAIN FLOOR PLAN DIMENSIONSEST.1994�> ASP✓-IALT SHINGLES (IF APPLICABLE) R /� I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2h AND 8905.2.6.1. 2B1 1 �- UPPER FLOOR PLAN NOTES 2. ASPHALT 5HINGLE5 SHALL ONLY 13E USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT m" R 2B22 - UPPER FLOOR P' /\ N DIMENSIONS COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A51M D 4869, TYPE I OR TYPE 11 OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. C) 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILS CHIMNEY HEIGHT REQUIREMENTS: WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3 0 PAST THE NIGHER POINT WHERE IT Nt EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3 C 1 - FRONT ELEVATION TU15 AREA5: AND 5HOWER CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR CII18 AND INSTALLED 3 C 2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 30 - FLASHING DETAILS TERMITE PROTECTION: 4A - MAIN FLOOR ELECTRICAL PLAN 1• PENETRATION. PROTECTIVE SLEEVES AF'OUN[) PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, 0 AND BE 5EALEP WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. THE SLEEVE, I ON A SHALL BE APPLIED TERMITES. 4 B - UPPER FLOOR ELECTRICAL PLAN 2. PROTECTION 2. PROTECTION AGAINST DECAY AND TERMITES, -CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF 0 IC? DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL; WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH 5LOCK5. GUTTERS WITH DOOLPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. co 0 MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, 5ERVIGED, 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 61DE 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 0 A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM To THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAU5T FANS AND VENTING: ' 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATE[) WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL r*4 BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM 15ATHROOM5 AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHE5 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 (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE >= EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 0 "THI5 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: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'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'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 01-23-2015 (TMN) S1, ELEVATION O 0'-4.. 52'-4" AIR HANDLER LINES FROM UPPER FLOOR 15'-0'1 9' 0" 131-8" JOB NUMBER 25 02.147 • CAD FILE NAME LOT 52 ISSUED 05-11-15 REVISED o _ UA ul PITCH H: _ 8" C.M.U. WALL ABY.8" 5' 6" x ro w C.M.U. WALL ABV. ------ — �r — — U r0 0 J �� NN ti ,w60 to O�M N t i• >_ ;JM F-1 00 Q JT 4" P.v.C. 0% coo LA� /21"011 COQ o I DRYER 9' 0" 131-8" JOB NUMBER 25 02.147 • CAD FILE NAME LOT 52 ISSUED 05-11-15 REVISED o _ UA ul PITCH 1'-4" 8'-4" 65'-4" H: _ 8" C.M.U. WALL ABY.8" 5' 6" i r� C.M.U. WALL ABV. ------ — �r — — F-1 4" P.v.C. LA� /21"011 COQ o I DRYER _ _ _ — __ _ .. _�_ __ ` 3/4" CONDENSATION _ TILE "' _ J L — — U II 3 8 ZEN II 19 0 `- DRAIN BY PLUMBER `A SEAT SHOWS OPT. 5'-4° 13'-8° ABY. RECESS I 6 WASHER cO 3 -0 x3-0 A/C 20'-11" 2'-1" 1'-8" 3'-10" r N qI ° `-- / I PAD (SEE MECH. ao PAVERS CONTRACTOR 28'-8" I'-9" 5' 1" 2' 8" 13'-8" n . FOR LOG.) 3/4" CONDENSATION DRAIN BY PLUMBER 3/RC E55 CO I RE R DR on I 4" P.Y.C. AIR HANDLER 1'-3" 2'-5" IS' -611 I 811 LINES FROM UPPER FLOOR C^ '-011 NOTE: ALL SLAB ANGLES 21-11 NILIARE LL. AT 45° (UN.OJ ^ �, PAVER DRIVE / LEADWALK - REFERENCE \ I bj/ n, ELEVATION < t! I Lu cls OII 7 >\c1% W I 1.1.1 LLI PROVIDE WATER\� v� PITCH PITCH o _ u,-Y_� LINE FOR ICE MAKER J C.J. CO DRAINcu o 3 611 --------- ---------------------- i N e N SLAB i 3C2 d G.C. VERIFY ACRYLIC 31' 10" (�Q I — �� 9' I" OF REF. 3'-9" 20'-0" I 8" ON LANAI @ I Ir — I � I 811 811 I IL — J 50 GAL. I v cA I 1'-4" 8'-4" 65'-4" G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE DAVIS BEWS DESIGN GROVP 150 STATE STFLEET EAST OLDSMAR, FLORIDA 34677 813 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 V) WINC) 0 0 0 z(mr) 0 NO 0 N Lr) >=J gU ILp�� c 585 �SAIVpoRt) 9 SLAB INTERFACE PLAN SCALE: 1/4" = 1'-9 GARAGE LEF1 i ui i • TI TLE • SLAB INTERFACE PLAN • SHEET H: G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE DAVIS BEWS DESIGN GROVP 150 STATE STFLEET EAST OLDSMAR, FLORIDA 34677 813 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 V) WINC) 0 0 0 z(mr) 0 NO 0 N Lr) >=J gU ILp�� c 585 �SAIVpoRt) 9 SLAB INTERFACE PLAN SCALE: 1/4" = 1'-9 GARAGE LEF1 i ui i • TI TLE • SLAB INTERFACE PLAN • SHEET • JOB NUMBER 25002,147 CAD FILE NAME LOT 52 ISSUED 05-11-15 EVISED FLAT HEADER i� DIRECT VENT DRYER AT V-0" AFF.i AIR HANDLER HANSEN BOX TWRU EXT. WALE .• •. T.O.M. LINES FROM BELOW PRECAST TEXTURED FOAM TEMP, GL. ENGL. LINTEL 13 TEMP. 5H. 26 SH. LINE OF UPPER FLOOR BANDING (TYP.) ,;; .: � C� k :•6� ua � Li DRYSTACK ---%d p r � „ N.B. ON 42 H. LOW WALL HD. AT 8 -0 HD, AT 8 -0 (SEE ELEVATION) LEDGE5TONE ` ``N d; = 0 3'-0`x3- 0 A/C 3 0x3 0 A/C I I I 5 5H. 0 204r � F I SN. 1 F — —1 AV s . ••e PAD lSEE MECH PAD (SEE MECH 20 H. TILE �- W.G. PED. o ��-- IcoNrRAcroR 1� IcoNTRAcroR I� � LAv. a ° 1 oPT. II OPT. I •;' L Loc,) I ►FOR Loc.) „ _J LLWA5HER J LDRYER J — — — — — — T.OM. G.C. VERIFY TEMP. 1-66-0 TILE 1 V-411 GLA55 INSERT FOR BFD M. BATH 24" GL. SHOWER UTIL. PWDR FLUSH FRAME I AFF. FRONT DOOR. DEN ro FURRING ENTRY 11 !z 8X8-� CLG. 9'"4 0 9' 4 11'-4"x10'-6" 9'-4" PLT. HT. CPT. TILE TEMP. GL. ENCL. > GLG. ,,, CLG. ,1, 9'-4" FLAT CLG. I w LL ON 42" H. LOW WALL 2-66-0 a' 9 4 �9i' 3 0x8 0 PAVERS T.O.M. LINE OF MASTER SUITE BFDM.G. m = ' 61) 16'- 0 x14'- 4 a I 9-4 DRYSTACK TEMP. 9'-4" FLAT CLG. 9' 4" CLG. _ CLG. `ti�� FR. DR.In a A.F.F. LEDGESTONE 9' 4' Ln lb AIRSFROMHANDLER FOYER D11VIS BEWS CLG. FLAT HDR. � LINES FROM I I � AT 4'-4" UPPER FLOOR g'-4" INSULATE I °� SEE SECTION 2x8 — — — �� ° x8 L 2x6 WALL T{ FLAT CLG. WALLS DESIGN GROVP I— — — LINE OF SECOND i — - ..... — — — - — - iso STATE sT1tEt r EAST 5 5N. � 19'-4" SLOPING I I 2 S OR 9'-4" ARCH FROM BARREL ARCH FLOOR ABV. Ll FLUSH FRAME LG. —CLG. — i VO UME CLG. 8 0 TO 8 8" \ FROM SI 0'R �/ i $lai~asrKntz, Ftol�o x TO FURRING R/S P \ \ TO 8 8 / www.DAVLSBEwS.COM STAIR DATA: \ \ / I LLEADWALK R DRIVE / Z,�rip,� • Dr � — \ LINE OF SECOND I EST- 1994 IS RISERS AT I I T.D.M. r.o.M. OPENING0 UNDER I 42" N. `1.3811 EACH ARCH FROM II� \ ? FLOOR ABV. LOW WALL 10.00 TREADS CPT, TILE 8 0 ro 64' \ ��8 9' 4 9 4.. STAIRS I INSULATE — I A.F.F. 'ABOVE k /I I ... \y� 1\ /I GARAGE Q I o z STORY 9l 4 \\ CD �I 1 1 1 2o'-o"x2o'-o" CLG. 1 CLG. �I 1 9'-4" PLT. HT. I /AA\ LANAI I — 1I 11 I W I 3cz 8"x14'-4" FAMILY ROOM ARCH FROM I DINING I \ / Q KITCHEN I �' �'- J 0- 9'- I g 9'-4" PLT. HT. 19'-6"x14'-0" 8'-0" TD 8'-8" I 10'-6"x14'-0" / \ 9'-4" FLAT CLG. Lu 2 -STORY VOLUME I C 9'-4" FLAT CLG. INSULATE o uj G.C. VERIFY ACLINE OF SECOND RYLIC °' I LuI o WALLS �,_, ON LANAI FLOOR ,Z ( O o I � I o G.G. VERIFY V-0" N. _ INTERIOR DOORS E r C) I O — RANGE Lu T.OM, AT MAIN FLOOR I ac I W/ H000 50 GAL. z BOTT. OF LINTEL * * * * I 'a' I L — — — — — — —� AT 8' 0"AFF. 9'"4 T.O.M. F — — — — — — — O.H.-G. OO O.N.C. � A.F.F. T.OM. TOM. T.O.M. 2 26 5H. T.O.M. T.OM. N.B. LINE OF ND. AT 8 -0 DRYSTACK 9'-4" 9'-4" 9'-4" 9'-4" LEDCsESTONE A.F.F. A.F. A.F.F. 0 REFER TO SHEET 2A2 FOR MAIN FLOOR \/ PLAN DIMEN5ION5 �■■' rylo 0 ne 14&-1 S.P. 1115 S.P. TYPICAL MASONRY x m G,4RAGE WINDOW SCHEDULE LO U oo 13 g S.P. WINDOW WIDTHS 0 J �, TOTAL SQ, FT. 3241 S.F. N n 21" 31 ° to O�M N F- WINDOW CALL -OUTS 2 L. >JM 00 co a2 V) 12 5H Q C 0 22 5H 32 SH i <Lt_Qj _ 0. 39" 0520 Za 1/2 33 5H 23 5H 33 5H = • JOB NUMBER 25002,147 CAD FILE NAME LOT 52 ISSUED 05-11-15 EVISED FLAT HEADER i� DIRECT VENT DRYER AT V-0" AFF.i AIR HANDLER HANSEN BOX TWRU EXT. WALE .• •. T.O.M. LINES FROM BELOW PRECAST TEXTURED FOAM TEMP, GL. ENGL. LINTEL 13 TEMP. 5H. 26 SH. LINE OF UPPER FLOOR BANDING (TYP.) ,;; .: � C� k :•6� ua � Li DRYSTACK ---%d p r � „ N.B. ON 42 H. LOW WALL HD. AT 8 -0 HD, AT 8 -0 (SEE ELEVATION) LEDGE5TONE ` ``N d; = 0 3'-0`x3- 0 A/C 3 0x3 0 A/C I I I 5 5H. 0 204r � F I SN. 1 F — —1 AV s . ••e PAD lSEE MECH PAD (SEE MECH 20 H. TILE �- W.G. PED. o ��-- IcoNrRAcroR 1� IcoNTRAcroR I� � LAv. a ° 1 oPT. II OPT. I •;' L Loc,) I ►FOR Loc.) „ _J LLWA5HER J LDRYER J — — — — — — T.OM. G.C. VERIFY TEMP. 1-66-0 TILE 1 V-411 GLA55 INSERT FOR BFD M. BATH 24" GL. SHOWER UTIL. PWDR FLUSH FRAME I AFF. FRONT DOOR. DEN ro FURRING ENTRY 11 !z 8X8-� CLG. 9'"4 0 9' 4 11'-4"x10'-6" 9'-4" PLT. HT. CPT. TILE TEMP. GL. ENCL. > GLG. ,,, CLG. ,1, 9'-4" FLAT CLG. I w LL ON 42" H. LOW WALL 2-66-0 a' 9 4 �9i' 3 0x8 0 PAVERS T.O.M. LINE OF MASTER SUITE BFDM.G. m = ' 61) 16'- 0 x14'- 4 a I 9-4 DRYSTACK TEMP. 9'-4" FLAT CLG. 9' 4" CLG. _ CLG. `ti�� FR. DR.In a A.F.F. LEDGESTONE 9' 4' Ln lb AIRSFROMHANDLER FOYER D11VIS BEWS CLG. FLAT HDR. � LINES FROM I I � AT 4'-4" UPPER FLOOR g'-4" INSULATE I °� SEE SECTION 2x8 — — — �� ° x8 L 2x6 WALL T{ FLAT CLG. WALLS DESIGN GROVP I— — — LINE OF SECOND i — - ..... — — — - — - iso STATE sT1tEt r EAST 5 5N. � 19'-4" SLOPING I I 2 S OR 9'-4" ARCH FROM BARREL ARCH FLOOR ABV. Ll FLUSH FRAME LG. —CLG. — i VO UME CLG. 8 0 TO 8 8" \ FROM SI 0'R �/ i $lai~asrKntz, Ftol�o x TO FURRING R/S P \ \ TO 8 8 / www.DAVLSBEwS.COM STAIR DATA: \ \ / I LLEADWALK R DRIVE / Z,�rip,� • Dr � — \ LINE OF SECOND I EST- 1994 IS RISERS AT I I T.D.M. r.o.M. OPENING0 UNDER I 42" N. `1.3811 EACH ARCH FROM II� \ ? FLOOR ABV. LOW WALL 10.00 TREADS CPT, TILE 8 0 ro 64' \ ��8 9' 4 9 4.. STAIRS I INSULATE — I A.F.F. 'ABOVE k /I I ... \y� 1\ /I GARAGE Q I o z STORY 9l 4 \\ CD �I 1 1 1 2o'-o"x2o'-o" CLG. 1 CLG. �I 1 9'-4" PLT. HT. I /AA\ LANAI I — 1I 11 I W I 3cz 8"x14'-4" FAMILY ROOM ARCH FROM I DINING I \ / Q KITCHEN I �' �'- J 0- 9'- I g 9'-4" PLT. HT. 19'-6"x14'-0" 8'-0" TD 8'-8" I 10'-6"x14'-0" / \ 9'-4" FLAT CLG. Lu 2 -STORY VOLUME I C 9'-4" FLAT CLG. INSULATE o uj G.C. VERIFY ACLINE OF SECOND RYLIC °' I LuI o WALLS �,_, ON LANAI FLOOR ,Z ( O o I � I o G.G. VERIFY V-0" N. _ INTERIOR DOORS E r C) I O — RANGE Lu T.OM, AT MAIN FLOOR I ac I W/ H000 50 GAL. z BOTT. OF LINTEL * * * * I 'a' I L — — — — — — —� AT 8' 0"AFF. 9'"4 T.O.M. F — — — — — — — O.H.-G. OO O.N.C. � A.F.F. T.OM. TOM. T.O.M. 2 26 5H. T.O.M. T.OM. N.B. LINE OF ND. AT 8 -0 DRYSTACK 9'-4" 9'-4" 9'-4" 9'-4" LEDCsESTONE A.F.F. A.F. A.F.F. 0 REFER TO SHEET 2A2 FOR MAIN FLOOR \/ PLAN DIMEN5ION5 �■■' rylo 0 ne 1 N ��vLr) ��„�� SANFORD a HATCHING LEGEND INSULATE WALL ® # w MAIN FLOOR UPPER FLOOR 14&-1 S.P. 1115 S.P. TYPICAL MASONRY 2582 S.F. G,4RAGE WINDOW SCHEDULE LANAI 13 g S.P. WINDOW WIDTHS 71 S.F. TOTAL SQ, FT. 3241 S.F. 2011 21" 31 ° 53" F- WINDOW CALL -OUTS 2 26" V) 12 5H 1/2 32 5H 22 5H 32 SH ui w 39" 13 5H 1/2 33 5H 23 5H 33 5H = 0 51" 14 5H 1/2 34 5H 24 SH 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H S'z 12" 16 5H 1/2 36 5H 26 5H 36 5N G.C. VERIFY MASONRY CPENING5 FOR ALL WINDOW5, ui ui WINDOW 51,ZE5 AND INSTALLATION MAY VARY PER O MANUFACTURER AND SPECIFICATIONS. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5E0 (SINGLE HUNG -51-1, CASEMENT- G5MT, OR FIXED GLA55- F.G.) 1 N ��vLr) ��„�� SANFORD a HATCHING LEGEND INSULATE WALL ® # w MAIN FLOOR UPPER FLOOR 14&-1 S.P. 1115 S.P. TOTAL LIVING 2582 S.F. G,4RAGE 455 S.P. LANAI 13 g S.P. ENTRY 71 S.F. TOTAL SQ, FT. 3241 S.F. N FLOOR P LAN NOTES SCALE: 1/4" = I'-0° GARAGE LEFT 2585 • TI TLE • MAIN FLOOR PLAN NOTES r— L — 11 REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTES K m Y.. �i C U ro :� r O •S a C-5to V/ a 0 ,z N y . I r �. ? PROVIDE �Toix 7tMt� Cil ...0 ..1......111 ')Ail II A/r • JOB NUMBER 25002147 • CAD FILE NAME LOT 52 ISSUED 05-11-15 RTKY; ! �iIMll1,. 66°•°° .� °i �®i3050 5H. Z- /�it Ar ,l n" �: I� r .• ; WALL WALL TYPICAL WOOD FRAME x cu w WINDOW SCHEDULE Lo CU ro 0 J h0) N n 2 00) 04 >;JM V ` �U. �• 0 p N 0t c00 =1 3�E .c � m � 0.) 0 G 0 L4i��_ Z- v WINDOW WIDTHS �c 20" • JOB NUMBER 25002147 • CAD FILE NAME LOT 52 ISSUED 05-11-15 RTKY; ! �iIMll1,. 66°•°° .� °i �®i3050 5H. Z- /�it Ar ,l n" �: I� r .• ; WALL WALL .. C= uw = o 'W rS" Z tc 0� 6••6os6N °�� ` • � mom, �; DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>E1VVEli EST. 1994 (n 11101111 O Nr 0 0 ce 0 em% Lrmi0oLr)N Fm� >= 0 < 2585 S AIN UF0_ R" D 3k UPPER FLOOR PLAN NOTES SCALE: 1/4" - I'-0" GARAGE LEFT • TITLE • UPPER FLOOR PLAN NOTES 112 B 1II TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS �c 20" 24" 36" 48'i WINDOW CALL -OUTS (D 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W = 24" 1820 F.G. 2020 F.C. 3020 F.G. 4020 F.C. J Q 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 6H �S z 60" 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOWS, Lu WINDOW 51ZE5 AND IN5IALLATION MAY VARY PER F_ MANUFACTURER AND 5PECIFIGATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- .. C= uw = o 'W rS" Z tc 0� 6••6os6N °�� ` • � mom, �; DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>E1VVEli EST. 1994 (n 11101111 O Nr 0 0 ce 0 em% Lrmi0oLr)N Fm� >= 0 < 2585 S AIN UF0_ R" D 3k UPPER FLOOR PLAN NOTES SCALE: 1/4" - I'-0" GARAGE LEFT • TITLE • UPPER FLOOR PLAN NOTES 112 B 1II JOB NUMBER 25002.147 CAD FILE NAME LOT 52 x m 05-11-15 REVISED C U rLo 0 i • dw 00 s ® �+ °NSM l n ' DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX L. >t;JM EST. 1994 m L. L ow C) 0 'd 0 U.=0W 0 t'*'cNo o 7p W. 0 z Z0 .�.� z° n 0r**4 JOB NUMBER 25002.147 CAD FILE NAME LOT 52 ISSUED 05-11-15 REVISED i • dw 00 s ® �+ •• .. l n ' DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 m ow C) Im0 0 7p 0 z n 0r**4 o� Lr) J 0 J 2585 /11 14` ANP'O.iDTITLE • UPPER FLOOR PLAN 0Fa �� DIMENSIONS `l I - UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT • SHEET • 2B2. C� ,TER5 5HALL BE SPACED 501 PHERE CANNOT PA55 THROUG :AILS UL5 FOR 5TAIRWAY5 SHALL I COU5 FOR THE FULL LENGTH C IGHT, FROM A POINT DIRECTL' THE TOP R15ER OF THE FLIGI DONT DIRECTLY ABOVE THE IT RISER. HANDRAIL ENDS 5H, TURNED OR SHALL TERMINATE PO5T5 OR 54FETY TERMINAL, :AILS ADJACENT TO A WALL S A SPACE of NOT LE55 THAN I SETWEEN THE WALL AND :AILS. gUOU5 5RA5PABLE HANDRAIL IEET TYPE ONE OR TYPE TWO • JOB NUMBER 25002.147 • CAD FILE NAME LOT 52 ISSUED 05-11-15 jr °'— U. coo - ,, a '34 w DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994- Y) mm C) 0 0 71, 0 CONTINUOUS 'ABLE 3/4" PLYWD. z lG DECKING OPT. S" TRAY CLG. BEAM IN MA5TER SUITE FLOOR 5Y5TEM r 2 55TRINGER5 W G u Z2 STORAGE "' - d UNDER 5TAIR5 J, J, m OPEN TO FAMILY ROOM LLM 0 No L �H TVP. ARCHWAY CA SCALE: I/4" = I'-0" >m �IAlK Z:)tLfION 5 k SCALE: 114" = r -m" mi t� 2585 �SANF-(0)RD TI TLE AR1M, PLAN DETAILS P I \I D FT, T I q SHEET • SCALE: 1/4" : I' -,a" GARAGE LEFT x m w U �o 0-� N' O N th Lo >_ ; J m `. Lo ��• J V ~ 00,5 OrocO EL �� t � * N 0 .� fp Z�G� • JOB NUMBER 25002.147 • CAD FILE NAME LOT 52 ISSUED 05-11-15 jr °'— U. coo - ,, a '34 w DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994- Y) mm C) 0 0 71, 0 CONTINUOUS 'ABLE 3/4" PLYWD. z lG DECKING OPT. S" TRAY CLG. BEAM IN MA5TER SUITE FLOOR 5Y5TEM r 2 55TRINGER5 W G u Z2 STORAGE "' - d UNDER 5TAIR5 J, J, m OPEN TO FAMILY ROOM LLM 0 No L �H TVP. ARCHWAY CA SCALE: I/4" = I'-0" >m �IAlK Z:)tLfION 5 k SCALE: 114" = r -m" mi t� 2585 �SANF-(0)RD TI TLE AR1M, PLAN DETAILS P I \I D FT, T I q SHEET • SCALE: 1/4" : I' -,a" GARAGE LEFT LLM 0 No L �H TVP. ARCHWAY CA SCALE: I/4" = I'-0" >m �IAlK Z:)tLfION 5 k SCALE: 114" = r -m" mi t� 2585 �SANF-(0)RD TI TLE AR1M, PLAN DETAILS P I \I D FT, T I q SHEET • SCALE: 1/4" : I' -,a" GARAGE LEFT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATIOI` TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.2, AND ASTM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING ✓ EIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 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 • • x co w z J h� o Co 00 04 �/ N am r ` =jM oN� • Lo L ca C O _0 LL L 0 M Lu THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATIOI` TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.2, AND ASTM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING ✓ EIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 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 25002.147 • CAD FILE NAME LOT 52 ISSUED 05-11-15 REVISED 1111111 rl AII 11 I I DAVIS BEWS DESIGN GROVP i I 150 STATE STR.E.6T EAST OLDWAR, RDRIDA 34677 813. 925 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994C) �� V) r 12 LSHINGLE 12 ro ROOF 7 a6 12 -SHINGLE Q6 G.G. VERIFY 5" BANDING 12 ROOF ALUMINUM OVER .� Q6 24 5UB-FA5CIA PLT. HL (TYPICAL) PLT: HT,0 411 BANDING 15TUCCO I'4' W, x 5'-0" H. 0(TYP.) 15TUCCO DECORATIVE z FINISH FINISH FIXED SHUTTERS I'-4" W. x 5'-0" N. 7 EQ. EQ. 6, DECORATIVE FIXED SHUTTERS N ILLLI 4.. BANDING GD (TYP,) 12 M 6� 12 6 LSHINGLE 2 6 SECOND F.F. LINE ROOF SECOND F.F. LINE — 4" BANDINGH H /7 — n, T.O.M. 5" BANDING 3" BANDING T.O.M. SET BOTT. OF 2'-m" W. x 2'-6" H. 0 BAND AT T.O.M. DECORATIVE DECORATIVE CORBEL DECORATIVE CORBEL 8 BANDING FIXED SHUTTERS (SEE DETAIL) (TYP.) — (SEE DETAIL) (TYP.) 4" BANDING TEXTURED 2"RAISED FOAM FINISH (TYP')' ❑ ❑ ❑ ❑ ❑ ❑ ❑ BANDING I�_gll (SEE DETAIL) �;- 6" BANDING ❑ ❑ ❑ � ❑ ❑ ❑ ❑ `A `r 5Q. 4" BANDING DRYSTACK 6 BANDING (TYP.)DESTONE - o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - DRYSTACK LEDGE510NE = TEMP. - _ - (TYP.) MAIN F.F. LINE _ — 4LJ1--T7711- _ MAIN FF. LINE Ln GRADE LINE 4"BANDING GRADE LINE �j (ASSUMED) DOOR 5URROLIND G.G. VERIFY TEMP. (ASSUMED) GLASS INSERT FOR >11ow * * * * * * FRONT DOOR G.0 VERIFY FRONT ELEVAT 0 < ALL BANDING AT STONE ION LOCATIONS 15 TO PROJECT J 1/2 PAST THE FACE OF THE SCALE: 1/4" _ 1'-0" STONE • 2585 ,?,k)uL.dlN0 sANF;ORD 01, 93 ELEVATION C GARAGE LEFT • • x co w U Loo Lo J h� , h Co 00 04 �/ N am r ` =jM oN� • Lo ro °' J T O 0 �^ 0 ca C O _0 LL L 0 M L 5 * m W ti 0620 • JOB NUMBER 25002.147 • CAD FILE NAME LOT 52 ISSUED 05-11-15 REVISED 1111111 rl AII 11 I I DAVIS BEWS DESIGN GROVP i I 150 STATE STR.E.6T EAST OLDWAR, RDRIDA 34677 813. 925 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994C) �� V) r 12 LSHINGLE 12 ro ROOF 7 a6 12 -SHINGLE Q6 G.G. VERIFY 5" BANDING 12 ROOF ALUMINUM OVER .� Q6 24 5UB-FA5CIA PLT. HL (TYPICAL) PLT: HT,0 411 BANDING 15TUCCO I'4' W, x 5'-0" H. 0(TYP.) 15TUCCO DECORATIVE z FINISH FINISH FIXED SHUTTERS I'-4" W. x 5'-0" N. 7 EQ. EQ. 6, DECORATIVE FIXED SHUTTERS N ILLLI 4.. BANDING GD (TYP,) 12 M 6� 12 6 LSHINGLE 2 6 SECOND F.F. LINE ROOF SECOND F.F. LINE — 4" BANDINGH H /7 — n, T.O.M. 5" BANDING 3" BANDING T.O.M. SET BOTT. OF 2'-m" W. x 2'-6" H. 0 BAND AT T.O.M. DECORATIVE DECORATIVE CORBEL DECORATIVE CORBEL 8 BANDING FIXED SHUTTERS (SEE DETAIL) (TYP.) — (SEE DETAIL) (TYP.) 4" BANDING TEXTURED 2"RAISED FOAM FINISH (TYP')' ❑ ❑ ❑ ❑ ❑ ❑ ❑ BANDING I�_gll (SEE DETAIL) �;- 6" BANDING ❑ ❑ ❑ � ❑ ❑ ❑ ❑ `A `r 5Q. 4" BANDING DRYSTACK 6 BANDING (TYP.)DESTONE - o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - DRYSTACK LEDGE510NE = TEMP. - _ - (TYP.) MAIN F.F. LINE _ — 4LJ1--T7711- _ MAIN FF. LINE Ln GRADE LINE 4"BANDING GRADE LINE �j (ASSUMED) DOOR 5URROLIND G.G. VERIFY TEMP. (ASSUMED) GLASS INSERT FOR >11ow * * * * * * FRONT DOOR G.0 VERIFY FRONT ELEVAT 0 < ALL BANDING AT STONE ION LOCATIONS 15 TO PROJECT J 1/2 PAST THE FACE OF THE SCALE: 1/4" _ 1'-0" STONE • 2585 ,?,k)uL.dlN0 sANF;ORD 01, 93 ELEVATION C GARAGE LEFT D--* ---------- ----- ------------------- LANAI ROOF I I VENT REQUIREMENTS GIRDER 6� 12 12 GIRDER Q6 TRU55 TRU55 ROOF TRU55E5 12 12 6 AT 24" O.C. a6 � (TYPICAL) G.C. VERIFY THAT 33.25 SQ. IN. i OF VENTILATION THROUGH UPPER i 4:12 2/3 OF ROOF 15 ACQUIRED. I 6:12 VERIFY QUANTITY OF ROOF VENTS I i i L2.5TORY ❑❑ ❑❑ ❑❑ ❑❑ REQUIRED, PER MANUFACTURER'S ----------- ------ � i VOLUME `�' 5PECIFICATION5 OF NET FREE L� 6_12 d 15 T BR. 3 AREA PER VENT.m !!fid I 12 ROOF TRU55E5 4D "' ❑ ❑ ❑ ❑ ❑ ❑ AT 24" O.C. FLOOR 5Y5TEM (TYPICAL) y� y .1.I I N OPEN BEAM I I CO C. I I LINTEL ❑ ❑ 11/2" THICK 5AND FIN15H KEY5TONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING _ NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICAT10 TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103b.1 AND 3/4" ASTM 0926. IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.2. AND A5TM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" ROOF PLAN SGALE: 1/8" -. I' -O" CLEAR OPENING HEIGHTS IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 A50YE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2092 PER F.B.C. 2010 RE51DENTIAL CODE 8612.3 d - Zr cz b FAMILY N il.l ('11T. H T—'I - GARAGE SECTION AA. 5CALE: 1/8" -- I'-0" ROOF I I I r, w hk --SHINGLE 126 I I I I I I I TEMP. C'o (A55UMED) z ■m C) PLT. HT._ 6i i UPPER ROOF - - _ PLT. HT._ 0 ! rn C? 12 6 /5TUCCO i /5TUCCO VENT REQUIREMENTS 6 12 /HINGLE ■ ■ L5TU000 ROOF 0 Q 6 PLT. HT. G.C. VERIFY THAT 351.39 50. IN. 5HINGLE FIN15H _ O �, Co FIN15H F >= 6' 3o OF VENTILATION THROUGH UPPER I 5ECOND F.F. LINE T � ti 8°INGROOF ao 5ECOND F.F. LINE 2/3 OF ROOF 15 ACQUIRED. T.O.M. - /SHINGLE I VERIFY QUANTITY OF ROOF VENT5 T.O.M. T.O.M. -STUCCO FIN15H a, SECOND FF. LINE ROOF12 REQUIRED, PER MANUFACTURER'5 v _ 5ECOND F.F. LINE _ 5ECOND FF. LINE T.OM. 5PECIFICATION5 OF NET FREE T.O.M. I TYP AREA PER VENT. I I LIA _ �ro /TEXTURED FIN16H 7 I /TEXTURED FINISH = pro' I 4 612 6:12j I TURN A� SIDES DRYSTACK I Zl LEDGE5TONE (rYP.) /( �l I `Te L j �l (UN.o.) MAIN F.F. LINE _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - - _ _MAIN FF. LINE GRADE LINE LY,! ----__-_...-._T------ (A55UMED) I (A55UMED) I LEFT --- —�------------ , 6:12 5CALE: 1/8" = 1'-O" L I I � i I 6:12 °C 6;12 i LOWER ROOF VENT REQUIREMENTS G.C. VERIFY THAT 126.93 50. IN. UA i OF VENTILATION THROUGH UPPER o I i 2/3 OF ROOF 15 ACQUIRED. o dr i VERIFY QUANTITY OF ROOF VENTS -----------.-- -------------� REQUIRED, PER MANUFACTURER'S 5PECIFICATION5 OF NET FREE I' 0" AREA PER VENT. P OVERHANG AT HIP AA (UN.O.) . 11/2" THICK 5AND FIN15H KEY5TONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING _ NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICAT10 TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103b.1 AND 3/4" ASTM 0926. IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.2. AND A5TM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" ROOF PLAN SGALE: 1/8" -. I' -O" CLEAR OPENING HEIGHTS IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 A50YE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2092 PER F.B.C. 2010 RE51DENTIAL CODE 8612.3 d - Zr cz b FAMILY N il.l ('11T. H T—'I - GARAGE SECTION AA. 5CALE: 1/8" -- I'-0" ROOF 12 612 r, w hk --SHINGLE 126 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISHEW&COM TEMP. C'o (A55UMED) ROOF 7 / ■m C) PLT. HT._ - - - _ PLT. HT._ 0 rn C? 12 6 /5TUCCO N /5TUCCO 5HINGLE 6 12 /HINGLE ■ ■ L5TU000 ROOF 0 Q 6 PLT. HT. FIN15H 412 5HINGLE FIN15H _ O �, Co FIN15H F >= 6' 3o 5ECOND FF. LINE 8„ ROOF 5ECOND F.F. LINE T � ti 8°INGROOF ao 5ECOND F.F. LINE TEMP. T.O.M. - /SHINGLE 5HINGLE ROOF * r T.O.M. T.O.M. -STUCCO FIN15H a, SECOND FF. LINE ROOF12 6 v _ 5ECOND F.F. LINE _ 5ECOND FF. LINE T.OM. T.O.M. TYP _ �ro /TEXTURED FIN16H 7 /TEXTURED FINISH = pro' /TEXTURED FIN15H TURN A� SIDES DRYSTACK I Zl LEDGE5TONE (rYP.) /( �l �l (UN.o.) MAIN F.F. LINE _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - - _ _MAIN FF. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) LEFT ELEVATION 5CALE: 1/8" = 1'-O" REFER TO COVER 5HEET GENERAL NOTE5 FOR ROOFING UNDERLAYMENT 12 12 REQUIREMENTS FOR ROOF 6� 12 6 E6 PITCHES 4:12 AND UNDER a /HINGLE 5HINGLE ROOF PLT, HT. ROOF -- PLT. HT0 /STUCCO -� FINI5F17 %k FG. F.G. 12 5ECOND FF. LINEg —5HINGLE �]4 5ECOND FF. LINE T.O.M, ROOF -- T.oM. _ b TEXTURED _ FIN15H * «i MAIN F.F. LINE M TEXTURED FIN15H d, MAIN FF. LINE GRADE LINE r, w hk GRADE LINE 0 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISHEW&COM TEMP. C'o (A55UMED) M TEXTURED FIN15H d, MAIN FF. LINE %� c0 TEXTURED /-TEXTURED = DRY5TACK FIN15N LEDGE5TONE /� a, TEMP. FINISN 7 �l (TYR) - MAIN FF. LINE _ _ _ _ _ - _ _ _ MAIN F.F. LINE SANPCyRo GRADE. LINE G.C. VERIFY TEMP. MP. GRADE GRADE LINE �� 1A55UMIEDJ GLA55 IN5ERT FOR RETURN - (A55UMED) FRONT DOOR AT 51DE5 (U.N.o.) RIGHT ELEVATION A` I } 5CALE; I/8" = I'-0" 11 I1 ELEVATION C GARAGE LEFT i GRADE LINE r, w hk GRADE LINE x m 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISHEW&COM (A55UMED) C'o (A55UMED) ■m C) REAR ELEVATION N' 5CALE; 1/8" : 1'-0" 0 rn C? 12 6 Q6 N 0 5HINGLE 6 12 /HINGLE 12 ROOF ROOF 0 Q 6 PLT. HT. vJ�Q oC PLT. HT. O �, Co J. F >= /5TUCCO 3o L N a T � ti ao � TEMP. - /SHINGLE 5HINGLE ROOF * r FIN15H f -STUCCO FIN15H a, SECOND FF. LINE ROOF12 6 8" _ 5ECOND F.F. LINE _ 5ECOND FF. LINE T.OM. T.O.M. g M %� c0 TEXTURED /-TEXTURED = DRY5TACK FIN15N LEDGE5TONE /� a, TEMP. FINISN 7 �l (TYR) - MAIN FF. LINE _ _ _ _ _ - _ _ _ MAIN F.F. LINE SANPCyRo GRADE. LINE G.C. VERIFY TEMP. MP. GRADE GRADE LINE �� 1A55UMIEDJ GLA55 IN5ERT FOR RETURN - (A55UMED) FRONT DOOR AT 51DE5 (U.N.o.) RIGHT ELEVATION A` I } 5CALE; I/8" = I'-0" 11 I1 ELEVATION C GARAGE LEFT i r ■ r, w hk x m 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISHEW&COM TAMPA •DENVER C'o V ■m C) J h �, N' 0 rn C? N 0 (f) pmmq ne L CD LL 0 00 vJ�Q oC oLr)N O �, Co J. F >= 0 _< L N a T � ti � O. v %� c0 TEXTURED /-TEXTURED = DRY5TACK FIN15N LEDGE5TONE /� a, TEMP. FINISN 7 �l (TYR) - MAIN FF. LINE _ _ _ _ _ - _ _ _ MAIN F.F. LINE SANPCyRo GRADE. LINE G.C. VERIFY TEMP. MP. GRADE GRADE LINE �� 1A55UMIEDJ GLA55 IN5ERT FOR RETURN - (A55UMED) FRONT DOOR AT 51DE5 (U.N.o.) RIGHT ELEVATION A` I } 5CALE; I/8" = I'-0" 11 I1 ELEVATION C GARAGE LEFT i r ■ r, w hk DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISHEW&COM TAMPA •DENVER EST. 1994 h V ■m C) Nr 0 0 0 (f) pmmq ne 0 oC oLr)N J. F >= 0 _< 2585 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS YN `JHINUILL UN 15# I UVl HEATHING SPECIFIED ON NAILING LE ROOF OVER PRE-ENGINEERED ROOF TRUSSES 0 24" O.C, HURRICANE STRAP PER ROOF FRAMING PLAN BRG. HGT .UM. DRIP EDGE x6. FASCIA VENTED ALUM. SOFFIT FINISH NG AS REQ'D I TYPICAL WINDOW & SLIDING GLASE DOOR Z N.T.S. FLASHING DETAIL, 77 WEATHER __...FOLD UP WEATHER MECHANICAI 11 Y FASTEN RESISTIVE RESISTIVE BARRIER AS NECESSARY IN: BARRIER_ z TEMPORARILY SECURE CORNERS THROUGH ISSUED 05-11-15 FLASHING FL G WEATHER 0rn FLASHING TO FORM WATER SHEDDING LAPS EXTERIOR RESISTIVE .2 SHEATHING BARRIER > RESISTIVE BARRIER & 66 a ... ......... . SILL PLATE 15# FELT Nil 50# FELT OVER METAL FLASHING 5%5" METAL FLASHING SHINGLE ROOF PER w/TAR BETWEEN 18"x18" METAL CONTRACT FLASHING AND SHINGLES FLASHING SHINGLE PER CONTRACT + L 1112 THICK 77 WINDOW x ro 25002.147 ch z z 0 -j ISSUED 05-11-15 FL G 15# FELT Nil 50# FELT OVER METAL FLASHING 5%5" METAL FLASHING SHINGLE ROOF PER w/TAR BETWEEN 18"x18" METAL CONTRACT FLASHING AND SHINGLES FLASHING SHINGLE PER CONTRACT + L 1112 THICK SAND FINISH DAVIS BEWSDESIGN GROVP KEY5TONE (IF APPLICABLE) RASED0MISMAIlk150 STATE STREET EAST , FLOA TYPICAL VALLEY FLASHING DETAIL. TYPICAL ROOF TO WALL FLASHING DETAIL SAND FINISH 813 925 . 1M300 T734677 EL N.T.S. N.T.S. TEXTURED BANDING 813 925. 1800 FAX VVWW.DAVISBEWS.00M 77 x ro 25002.147 -if Q * 0 LL - 0 -j ISSUED 05-11-15 o REVISED 0rn FLASHING TO FORM WATER SHEDDING LAPS yF FOLD UP WEATHER .2 > RESISTIVE BARRIER & 66 a 00 TEMPORARILY SECURE E 0 0 ALLOW FOR FLASHING INSTALLATION 1, 00ft 4' 0 to ii -(j) 40 0 0 Z 3 d� SAND FINISH DAVIS BEWSDESIGN GROVP KEY5TONE (IF APPLICABLE) RASED0MISMAIlk150 STATE STREET EAST , FLOA TYPICAL VALLEY FLASHING DETAIL. TYPICAL ROOF TO WALL FLASHING DETAIL SAND FINISH 813 925 . 1M300 T734677 EL N.T.S. N.T.S. TEXTURED BANDING 813 925. 1800 FAX VVWW.DAVISBEWS.00M 77 • JOB NUMBER 25002.147 CAD FILE NAME LOT 52 LL - ISSUED 05-11-15 o REVISED FLASHING TO FORM WATER SHEDDING LAPS yF FOLD UP WEATHER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER & TEMPORARILY SECURE 9 ALLOW FOR FLASHING INSTALLATION 1, :D 3 d� 1111111a";A&AA14% all SAND FINISH DAVIS BEWSDESIGN GROVP KEY5TONE (IF APPLICABLE) RASED0MISMAIlk150 STATE STREET EAST , FLOA TYPICAL VALLEY FLASHING DETAIL. TYPICAL ROOF TO WALL FLASHING DETAIL SAND FINISH 813 925 . 1M300 T734677 EL N.T.S. N.T.S. TEXTURED BANDING 813 925. 1800 FAX VVWW.DAVISBEWS.00M 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN \A 1 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING ji A 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE 3/4 C BARRIER 2 I'LASHING TAMPA - E:)Er-JVF-FL EST. 1994 m on c) APPLICATION I AND Nr ING AND PER ASTM C 1063, S I'L I PI ATE j rJiTAIII. B TYP'. CROSS-SECTION OF RAISED DO NOT FLASH FOR OPTIONS) I- 9 jTEXTURED FINISH BANDING AND OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: -1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESIS"11VIE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN BARRIER ABOVE HEADER TO 6" WIDE) ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER' RESISTIVE FLASHING AND SEAL WITH IAIIE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL WINDOW FLASHING DETAIL N.T.S. OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. 6" -5%5" METAL FLASHING w/TAR BETWEEN OR SAND FINISH KEYSTONE CORNER PATCH RUN KICKOUT FLASHING 6" FLA711�G Al SHINGL SCALE: 3" 1'-01' 02 PAST EDGE OF ROOF ROOF PER PLAIN 0 FLASHING FLASHING S NOTES. 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" 0DE) - ----- 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL, 5HEATHING PER PLAN 3. MECHANICALLY FASTEN AS NECESSARY N.T.S. PLAN VIEW 3 150 FELT DRAINAGE PLANE TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. 110 5 1/8" 5TUGGO THIGKNE55 2 01 0 FBRC, SECTION 71 4 PAPERBACK LATH EXTERIOR WALLS SHALL PROVIDE 'THE BUILIDNG WITH A WEA CHER--RESISTAN'T EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, FBRC. THE EXTERIOR WAI L ENVELOPE SHALL RE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WA[.-.[- ASSEMBLY BY PROVIDING A WATER ---RE` ISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES I MEMBRANE 5TRIP COVERING Wool) SHALL BE APIIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICA] IONS OR INSTAI.-LATION INSTRUCTIONS. FRAME/MA5ONRY INTER6ECTION UNDER EXPAN51ON JOINT To EXTEND 211 BELOW CMU ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEI( " '111NG NOT I S ESTHAN 14. POUNDS PER 100 SQUARE FEET (0,683 kg/m2) AND COMPLYING WITH ASTM D r*4 226NOR OTHER APPROVED WEATHERRESISTANTMATERIAL SHALL BE APPLIED OVER STUDS OR SHEATH JIG OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703.4. SUCH 2 METAL OR PLASTIC EXPAN51ON JOINT FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS Ln OCCUR, FE1 7'" SHALL BE LAPPED NOT LESS THAN 6 INCHES (41 !-5 2 1" FROM TOP OF CMU APPROVED CORRASION ---RESISTIVE FLASHING SHALL BE-- PROVIDED IN THE FXIERIOR WAI.-L., ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL LIU >= CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING -I1--IE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF � 5/811 5TUCCO OR CEMENTIOU5 <- FHE FOLLOWING LOCATIONS: COATING OVER CMU 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS CMU WALL PER PLAN LAP OF NOT LESS THAN 1 1/8 INCHES (28mr-ri) OVER -"THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE • ADDITIONAL FLASHII1,10; JAMB FLASHING MAY Al ... SO BE OMITTED WHEN SPECIFICALLY APPROVED BY TSIiE BUILDING OFFICIAL. NOTE: NUMBER5 INDICATE ORDER ITEMS 5HOULD BE INSTALLED OVER FRAME AND CMU 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTIRLJCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO Z585 COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WEEP SCREED DETAIL TITLE • 5. WHERE E'XIT.-RIOR POI--,'CI---IES, DECKS OR STAIRS AFIAI 10 A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. PER M.C.D. ENGINEERING FLASHING DETAIL SCALE: 3" : 1'-0" DETAILS 6. AT WALL AND ROOF INTERSECTIONS, 7. AT BUILT --IN GUTTERS, ELEVATION 11cil GARAGE LEFT • SHEET • 3C3. 77 TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING LL - 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH o di, FLASHING TO FORM WATER SHEDDING LAPS yF FOLD UP WEATHER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER & TEMPORARILY SECURE 9 ALLOW FOR FLASHING INSTALLATION :D 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN \A 1 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING ji A 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE 3/4 C BARRIER 2 I'LASHING TAMPA - E:)Er-JVF-FL EST. 1994 m on c) APPLICATION I AND Nr ING AND PER ASTM C 1063, S I'L I PI ATE j rJiTAIII. B TYP'. CROSS-SECTION OF RAISED DO NOT FLASH FOR OPTIONS) I- 9 jTEXTURED FINISH BANDING AND OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: -1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESIS"11VIE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN BARRIER ABOVE HEADER TO 6" WIDE) ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER' RESISTIVE FLASHING AND SEAL WITH IAIIE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL WINDOW FLASHING DETAIL N.T.S. OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. 6" -5%5" METAL FLASHING w/TAR BETWEEN OR SAND FINISH KEYSTONE CORNER PATCH RUN KICKOUT FLASHING 6" FLA711�G Al SHINGL SCALE: 3" 1'-01' 02 PAST EDGE OF ROOF ROOF PER PLAIN 0 FLASHING FLASHING S NOTES. 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" 0DE) - ----- 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL, 5HEATHING PER PLAN 3. MECHANICALLY FASTEN AS NECESSARY N.T.S. PLAN VIEW 3 150 FELT DRAINAGE PLANE TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. 110 5 1/8" 5TUGGO THIGKNE55 2 01 0 FBRC, SECTION 71 4 PAPERBACK LATH EXTERIOR WALLS SHALL PROVIDE 'THE BUILIDNG WITH A WEA CHER--RESISTAN'T EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, FBRC. THE EXTERIOR WAI L ENVELOPE SHALL RE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WA[.-.[- ASSEMBLY BY PROVIDING A WATER ---RE` ISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES I MEMBRANE 5TRIP COVERING Wool) SHALL BE APIIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICA] IONS OR INSTAI.-LATION INSTRUCTIONS. FRAME/MA5ONRY INTER6ECTION UNDER EXPAN51ON JOINT To EXTEND 211 BELOW CMU ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEI( " '111NG NOT I S ESTHAN 14. POUNDS PER 100 SQUARE FEET (0,683 kg/m2) AND COMPLYING WITH ASTM D r*4 226NOR OTHER APPROVED WEATHERRESISTANTMATERIAL SHALL BE APPLIED OVER STUDS OR SHEATH JIG OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703.4. SUCH 2 METAL OR PLASTIC EXPAN51ON JOINT FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS Ln OCCUR, FE1 7'" SHALL BE LAPPED NOT LESS THAN 6 INCHES (41 !-5 2 1" FROM TOP OF CMU APPROVED CORRASION ---RESISTIVE FLASHING SHALL BE-- PROVIDED IN THE FXIERIOR WAI.-L., ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL LIU >= CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING -I1--IE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF � 5/811 5TUCCO OR CEMENTIOU5 <- FHE FOLLOWING LOCATIONS: COATING OVER CMU 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS CMU WALL PER PLAN LAP OF NOT LESS THAN 1 1/8 INCHES (28mr-ri) OVER -"THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE • ADDITIONAL FLASHII1,10; JAMB FLASHING MAY Al ... SO BE OMITTED WHEN SPECIFICALLY APPROVED BY TSIiE BUILDING OFFICIAL. NOTE: NUMBER5 INDICATE ORDER ITEMS 5HOULD BE INSTALLED OVER FRAME AND CMU 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTIRLJCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO Z585 COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WEEP SCREED DETAIL TITLE • 5. WHERE E'XIT.-RIOR POI--,'CI---IES, DECKS OR STAIRS AFIAI 10 A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. PER M.C.D. ENGINEERING FLASHING DETAIL SCALE: 3" : 1'-0" DETAILS 6. AT WALL AND ROOF INTERSECTIONS, 7. AT BUILT --IN GUTTERS, ELEVATION 11cil GARAGE LEFT • SHEET • 3C3. A/C DISCONN.� r---,--- W.P., MAKE-UP LIGHT DIRECT VENT DRYER �/ THRU EXT. WALL HORIZ ELECT I G A L < MAKE-UP LIGHT �- _\ DUPLEX CONVENIENCE OUTLET Li _ _ \ DUPLEX OUTLET ABOVE COUNTER \ 7220 V. W.P. I I I I — — ^.— _ _ k� P. WEATHERPROOF DUPLEX OUTLET' iO� �Q; L — — J L _ — J G�•I• \0; — \ �.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET 1 UTIL. PWDR ~1 DEN _ I � SPECIAL PURPOTCHED SEOITLETUTLEr 1 . �� I ROUGH -IN O' I DUPLEX OUTLET IN FLOOR M. BATHIG&FI,� % FOR OPT. \ MASTER SUITE AT ENTRY I 220 volt OUTLET i I HORIZ. I MAKE-UP LIGHT ROUGH -IN � I I ,-- I O, FOR OPT. \ I I -- FAN/LIGHt \ I-- 1 T � IUP. 3 CM D G.F.I. WALL MOUNT I \ AT 8'4" \ I UP TO LANAI \ FAN/ LIGHT STD. LIGHT <\ OPT. FAN #_" FAMILY ROOM </ \i I \ I L---------- FANLIGHT J I I WALL SWITCH 13 THREE-WAY SWITCH W.F1 14 FOUR-WAY SWITCH ;Q�--- ID DIMMER SWITCH G.F.I. COACH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE PENDANT AT 48"LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE — — — — �� o (VERIFY RECESSED INCANDESCENT LIGHT FIXTURE --- Q• LOCATION) ---------- Ac. LIGHT FIXTURE WITH PULL CHAIN CM FOYER \ D�OPTENE�R�R I \ TRACK LIGHT. sD CH \ � / / � I � FLUORESCENT LIGHT FIXTURE / I f� EXHAUST PAN EXHAUST FANLIGHT COMBINATION x 1 D ELECTRIC DOOR OPERATOR (OPTIMAL) CHIMES (OPTIONAL) L PUSHBUTTON SWITCH (OPTIONAL) _ I GA RBON MONOXIDE DETECTOR 1 1. I I so SMOKE DETECTOR 1 I I I sc SMOKE / CAR50N MONO. COMBO DETECTOR DINING KITCHEN — -Q TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) , Gx.l.I T THERMOSTAT PENDANT - I % AT 48" GARAGE I O \ (VERIFY ELECTRIC METER I I I LOCATION) ELECTRIC PANEL I — I ( rr / DISCONNECT SWITCH a� OF WINDOWS (8 SPEAKER (OPTIONAL) GAL. I L — _ __. — _ — — — — <\ />� ROUGH -IN FOR OPT. CEILING FAN —. — — ELEC. G,F.I. _NO PANEL 200 AMP ARTR G I' c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ COACH GJ ROUGH -IN FOR OPT. CEILING PAN MICROWAVE LIGHT NOTES - OUTLET +14" W.P. / G.F.I.I . PROVIDE AND INSTALL CLROUND FAULT CIRCUIT -INTERRUPTERS (GRD AS INDICATED FOR T.U.G. ON PLANS OR AS ITEM NO. 4 AND 5 BELOW INDICATES. * * * * * * * * SERVICE G.C. VERIFY LOCATION GC. VERIFY LOCATION 2, UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOR CEILING FANS FOR ELECTRICAL OUTLET FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: PRE -WIRE INT. NON WET AREA SWITCHES.... 42" * * * * * * * * OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 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 ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUn A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 4/0 ALU. CABLE 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY MAIN DISCONNECTA/C ROOMS SHALL BE GF.C.I. PROTECTED SBO - BARE p METER DISC. 6. IT IS TIRE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL TYP. 014 AND 012 COPPER TO ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A.1OA-05, N.E.C. 2008, 2010 REFER TO FLOOR F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL 10 COPPER TO ORDINANCES. WATER HEATER 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, UNDERGROUND 08 COPPER TO RANGE FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON SERVICE BY MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING POWER COMPANY 04 COPPER TO 5/8" GROUND ROD PURPOSES. ALSO SERVICE r0 BE BONDED 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 ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. �uu_vitiG Iq1= 1 MAIN FLOOR ELECTRICAL. PLAN. GARAGE LEFT JOB NUMBER 25002.147 CAD FILE NAME LOT 52 ISSUED 05-11-15 REVISED x Y DAVIS BEWS DESIGN GROVP m EST. 1994 C 0 ro 0 :1- ,gNc�� N r L 66 • 0 roc ~ 0 Jan 05� E_Oro C0 LL= �C C,O L 0 �Ncc�n Z � L v JOB NUMBER 25002.147 CAD FILE NAME LOT 52 ISSUED 05-11-15 REVISED 2585 , • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • Y DAVIS BEWS DESIGN GROVP 150 STATE STREET BAST OLDSMMt, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • nENVER. EST. 1994 2585 , • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • HORIZ. M evr nn LECif�,IICAL <E"'r DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET Oul GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN ;Q• EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s0 SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) (D THERMOSTAT 0 ELECTRIC METER _ ELECTRIC PANEL - DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <1U7 ROUGH -IN FOR OPT. CEILING FAN U J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING PAN NOTES- 1. OTES1. PROVIDE AND INSTALL GROl1ND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. G.C. VERIFY LOCATION G.C. VERIFY LOCATION 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOR CEILING FANS FOR ELECTRICAL OUTLET FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: PRE -WIRE INT. NON WET AREA SWITCHES.... 42" * * * * * * * * OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABY COUNTERTOP) TELEVISION ... 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 ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOM$ SHALL BE G.F.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA 1OA-05, N.E.C. 2008, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. R ELECTRICALUPPER FLDa PLAN GARAGE LEFT 11 • JOB NUMBER 25002.147 CAD FILE NAME LOT 52 ISSUED 05-11-15 REVISED x ro w DAVIS BEWS DESIGN GROVP C o 0 EST. 1994 Fz�-- MN' 2 04 L >;JM `L ��IL 0 0 J V ~ o Co L Q TCO� L � Q O CQto L 0 r O Z t 11 • JOB NUMBER 25002.147 CAD FILE NAME LOT 52 ISSUED 05-11-15 REVISED E20 5 8 5 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 Fz�-- E20 5 8 5 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL REGARDLESS OF SPECIES. SHEET SHEET TITLE LE BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. BEND)_ 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA 2. STRAPS/CONNECTOR SUBSTITUTION S1 r STRUCTURAL NOTES SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE MINIMUM G50 ZINC COATING DESIGNED AND DETAILED BY OTHERS. INSTALLATION INSTRUCTIONS ARE FOLLOWED. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE 5. OMITTED J -BOLT OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST THE DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. S3 DOWEL PLACEMENT PLAN RVICES�LORIDA CO SULMER SEBY PRESERVATIVE WOOD TREATER. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR 6. MORTAR JOINTS MASONRY IS TO BE PRESSURE TREATED. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES of PRESSURE TREATED WOOD. -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON S4 FIRST FLOOR FRAMING PLAN CAST IN PLACE CONCRETE "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED 1. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 S4.1 NOTES & CONNECTOR LEGEND 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR COLUMNS BEAMS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. E = 1,800,000 Ib/in' U.N.O. E = 2,000,000 Wine U.N.O. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES S4.2 /� ROOF FRAMING PLAN 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR Fc 11= 3000 Fc 3000 STRUCTURAL STEEL Fc j = 900 Fc 1= 900 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fv - 285 Fv = 285 CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 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 CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR CEILING CONSTRUCTION SD 1 FOUNDATION DETAILS THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHIEN SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF SD2 GENERAL DETAIL`? REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, 11 ET E FOR BUILDINGS "ACI 301 FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SPECIFICATIONS FOR STRUCTURAL CONCR 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 LLI > w BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. S D4 GENERAL DETAILS w 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 O 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS DETAILS 0%111111111111 7. CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF SD5 TWO STORY ` �yo°®°oo® �! fie . Uj d BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY G /r. °° .. a o Cq 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SDV TWO STORY DETAILS °°Cr1`, L6, ow V 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: ° `Q ao o w FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF ST 1 GENERAL STAIR DETAILS 1.;., Are � 0 HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) ��o Q 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) UPDATES � OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF s��,rl ° ®° °° o°` d Q of MINIMUM FLOOR DESIGN LIVE LOADS: O ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. / !` J MASONRY WALL CONSTRUCTION A)FLOORS =40 PSF NUMBER DATE DESCRIPTION �_ �a+ili�� L B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF 1 5/9/2014 CREATED ELEV. A, B, C AND ELEV A WITH BONUS, UJ PSI (fm =1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF B) BALCONIES = 15 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES O O 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS C) .4.1 1't� SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. O 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS CREATED ELEV, C W/ BONUS - TRUSSWAY z ,..4 o ,"s' v�� -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3 12/18/2014 Q -- e" FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE TRUSSES OSB SHEATHING M RECOMMENDATIONS FOR MIN. 7/16" 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 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, B STD - TRUSSWAY TRUSSES �- O z WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THELESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" 0- 0_ O FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2REMOVED OPTIONAL MASTER SUITE 2 AND U ° POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 4. , 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,�('' 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 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 #1 HIP Z 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES D 0 -PERMANENT 2x4PF #2 (MI SN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING G 4/14/2015 >O 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WIN TRUSS SPAN OR PER TRUSS PER TB -56 a LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. w 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) 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 U 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 15.11.1 -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 OO CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) W D DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED EFFECTIVE REGARDLESS OF SPECIES. 1. OMITTED REBAR 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR; AND INSTALL #5 BAR WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. BEND)_ 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY 2. STRAPS/CONNECTOR SUBSTITUTION (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S DESIGNED AND DETAILED BY OTHERS. INSTALLATION INSTRUCTIONS ARE FOLLOWED. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 3. STAIR CONSTRUCTION CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) SIMPSON HSS2 STUD SHOES, TYP U.N.O. 4. METAL STUD SUBSTITUTION 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE 5. OMITTED J -BOLT OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED w/ SIMPSON SET EPDXY @ 5" MIN EMBED. GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SB C) DOES -1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" NOT. J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR 6. MORTAR JOINTS MASONRY IS TO BE PRESSURE TREATED. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. WOODEN TOP PLATES. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG ENGINEERED LUMBER -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VERT. REINF. IN EA. CELL, CONT, PER PLAN. VALUES AS FOLLOWS: 7. OVERHANGING CMU WALL COLUMNS BEAMS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. E = 1,800,000 Ib/in' U.N.O. E = 2,000,000 Wine U.N.O. CELLS PER PLAN. Fb = 2500 -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES Fb = 3000 IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Ft = 1500 Ft = 1700 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Fc 11= 3000 Fc 3000 STRUCTURAL STEEL Fc j = 900 Fc 1= 900 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fv - 285 Fv = 285 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. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS CONDITION U.N.O. SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CEILING CONSTRUCTION BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA SISTANT BOARD FOR 24" O.C. FRAMING UNLESS TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL OTHERWISE SPECIFIED. CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHIEN SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE LIVING SPACE IS ABOVE THE GARAGE. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED 3/6' UNO. SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, UNDER STAIR PROTECTION FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD (12.7MM) GYPSUM BOARD. INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 _ 22.9 - 28.3 U (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 Z (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+)18.4 + 0 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,a I 5 5 J✓' 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 p0ILU//V SANK 0) 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. I W O �5 3rz$* > LU ��n N j Q oZj 2 Ci z o �O 0 Q� W E us Lu z LA. G > 1- L.L W (J) i o ) U Z O C14 0 Z I-- O � O ca - W � p � LO 0 0a00 N OWZ �I- U i �- p O -'- -- LU O J O STRUCTURAL ENG: CFG / BAD � DRAFTING -STRUCT: _.._ BM QC CHECK: CC JOB No. TM - 2150449 SCALE: AS INDICATED DATE: 05/21/2015 S1 0 0 M A/C PAD FAIC 0 Z F- 0 o LO >- W O U) N FOUNDATION NOTES: 1. PROVIDE IMIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2, PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIC. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE I/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE O12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. .3 <&> " "O.C.EA. WAY 28 x28"x12" dp w/ #5's @ 6 O C MIN 5 # 5 E.W. ( ) .5 <8> 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. .6 <6> 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. O36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. .5 <e> 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. O48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. O60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. ¢ Z SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. , 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. C NPACTION TEST REQUIRED Results to be Verified at Slab Inspection ' . . QUII_D/�, FOUNDATION PLAN SANpORn 1/4"=11-011 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. W Q 0 J ¢ H Z W 0 W Z 0 O z C) 0 U) J_ LU C) OD O O U- C) o N W Lu LL O �, + •••ease: �d �!/ N ®� 6 A (;jam`' �� ¢ op �� °+e•••++ ` 0�```` J 0 LL '�/,Ill X11111 W J CL O U + 0 i. c) Z ¢'k" N C6 IW -z O LL* O Z� Q r U) C�1 O 0 Lu aIca H U Z Z (D (L c,/)g �^�r LL W .�� O V) Nn 0 Z co ! iJ z U) 01 O C N ~ a�WE g Z 1Nq IL 3 Z W F- $► P1 �-N � O O LL U F— Q LLI Z W 0 r LU a. I�1lr� (D v z 0 O � z_ V 3: Z W 0 NLn z Z ¢ Z 0 0 J , 0 00 0 0 W La N WO 0 J Z W LU .��. W >- 00 T 0 F— z H 0 U H W STRUCTURAL ENG: CFG / BAD ¢ DRAFTING: H Z -STRUCT: BM W -- - - QC CHECK: CC 0 JOB No. TM- 2150449 W SCALE: AS INDICATED ~ ..... DATE: 05/21/2015 CV O 4" 1'-4" 8'-4" 4'-4" I. 4'-0" I. 4'-0" I. 4'-0" I. 4'-0" 1.2'-0" L 7'-0" I. 3'-4 I* go 31 6'-8" 5'-8" 7'-0" 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.). 0 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. J Q El INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. F - z W U) Z a: 0 W O z O 0 U) J_ LU � Q m 0 -O O N W W U- O z O W "t �- I- ��Ilttltls�� _ �eepeNeepee,� Z e '� s� U 04t M_j lu Q P e I ® t� Po �" J O e®J off pDpe 04 W �Ntt CL o\ U M M Q 0-4 cei C7 W +Uj _ Z Q a O L.L ' 00 J2, O U) U Z O • O d W F- U F- ❑ Z U) U) o 0 W ioIN Z Q O C -S Wzy 00 17� O DOWEL LAYOUT PLAN_ 1/4"=11-011 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. si Jr10Z o U o NF9 m .-. LU —� W ..,.. Z zyJLJ �Wa o v � �Ric W z J O Z IL '�0 ❑ � Q O 0 � � C O U � U W Q LU LZ W O d z_ Q O z V O 3: Z W O N Z~ ZOO � DC p Y 0000 o W N w 0JZ I— J W LL❑ W X00 LLJ 0 U IZ X F- U) STRUCTURAL ENG: CFG / BAD Q DRAFTING: H Z -STRUCT: BM W - - _ LD QC CHECK: CC 0� JOB No. TM - 2150449 G = SCALE: AS INDICATED ~ Sa4NFOda} DATE: 05/21/2015 RT 3 - --------- LL. 04 > LU Lij LL 0 U) z 0 Uj 't U) > Cq 0 W 0 z z POW % 6 •Q < Q 0 GD 101- V10 U- LLj -i 0 44 04 C6 CD LU 6 F - z CL < LL 0a) (D C) z 0 z U) 0 0 z Lij z < U) z (D U) Fn :1 1� 8 LL Uj 0 0 z La Mn 0 06 F Z u) -d T 0 i= ((/,)) g I q z j < —j LU <ggrr U U) OFEA LL z ZmFnw Cd 8 0 <4(ws 6 4 (-) cg6w� X I LUQ 1-z 0 LLJ z < 0 z 0 C) 0 0 LL LU z Lij oM U) M LU U) z FIRST FLOOR FRAMING PLAN_ 1/4"=1I -011 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, W z 0 W 0 r C4 z W z z a U) Z 0 W Z U) 0 < 0 F- 0 LO 0 Q 0000 Q W LO 2 z 0 z N W 0 Z C, W F- LV LL. 04 > LU Lij LL 0 U) z 0 Uj 't U) > Cq 0 W 0 z z POW % 6 •Q < Q 0 GD 101- V10 U- LLj -i 0 44 04 C6 CD LU 6 F - z CL < LL 0a) (D C) z 0 z U) 0 0 z Lij z < U) z (D U) Fn :1 1� 8 LL Uj 0 0 z La Mn 0 06 F Z u) -d T 0 i= ((/,)) g I q z j < —j LU <ggrr U U) OFEA LL z ZmFnw Cd 8 0 <4(ws 6 4 (-) cg6w� X I LUQ 1-z 0 LLJ z < 0 z 0 C) 0 0 LL LU z Lij oM U) M LU U) z FIRST FLOOR FRAMING PLAN_ 1/4"=1I -011 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, 0 z Z W 0 r C4 z z F - Z 0 U) 0 < LLF 0 LO 0 1-- 0000 Q W LO 2 z N U) 0 Z W F- LV 0 (-) -1 a 0 U) LLJ -) 0 WLLJ 0 0 U) STRUCTURAL ENG: CFG/BAD bwTING: - z W -STRUCT: BM 0 QC CHECK: cc W JOB No. TM - 2150449 # D r SCALE: AS INDICATED q F DATE: 05/21/2015 S4 BEARING WOOD WALL SCHEDULE TAG STUD SPACINGTOP CONNECTION & FASTENERS UPLIFT CAP. (pif) BLOCKING ATTACH KING STUD TO HEADER w/(6) BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN SYP#2 BUILT UP STUD COLUMN BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. PLATE BW4 12" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN 16d NAILS BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN 16d NAILS BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif Mrd. PT. s 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 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 F-51 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 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. g. %2" 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 2"x2"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/Z" 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/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS 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) O FRAME TO FRAME 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 & 8" EPDXY ANCHOR w/MIN. 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 F-51 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN OE (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 O3-1/2"x3-1/2" LVL COLUMN. OM 3-1/2"x5-1/4" LVL COLUMN. ON 3-1/2"x7" LVL COLUMN. OP 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. R O 5-1/4"x7" LVL COLUMN. OTV" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. O FRAME TO FRAME 0 - STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" 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 8CI 131" x 21' 2 10 d .148" x 3" 12d .148" x 34' 16d .162" x 32' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER ITS BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(lb) SYP(Ib) F-11META20 META16 w/(7) 1Odx1z" NAILS OR FRAME TO CMU 1450 1450 »- WL w/(7) I Od x 12" NAILS TAPCONS v ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 SCALE: TO POST: SIMP. HTS20 OR LSTA18 E O El (1)ply TRUSS (10)1Od 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)1Od PLATE NAILS & (18)4"x2a' TAPCONS H1OA w/(18)1Od x 12" NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 DATE: (2)ply TRUSS H1OA-2 w/(18) 10d x 1z" NAILS U) H10A-2 1070 H10A-2 1245 HTS20 w/(24)1 Od x 1z" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)i"x2a' TAPCONS p F-51 (2)HTS20 w/(24)1 Od x 12 NAILS FRAME TO FRAME 2490 2900 =<ESEg Z as k <<M (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & W 0 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 a MTS12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 �W (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 U 0 Q I.- W TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d 8' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5"EMBEDMENT = (11 .�.�. NAILS & (18)4'x2a" TAPCONS F91SET HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 0 Z 10 HGT-2 w/(16)10d NAILS w/s" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS V o 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)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)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) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22' NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 DRAFTING: SET EPDXY MIN. 7" EMBEDMENT z W_ -STRUCT: BM _.. ------- 20 (3)HTS20 w/(24)1 Od x 12' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEA 9100 4095 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 TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS ��rr''��4h�yQ:., V�, 3 JOB No. TO POST: SIMP. HTS20 OR LSTA18 C) N TES TO BEAM: SIMP. HUC48 w/(14)16d NAILS Q C) (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x24" »- WL PLATE TAPCONS v ON MASONRY: SIMP. META16 �' SCALE: TO POST: SIMP. HTS20 OR LSTA18 E O 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)1Od PLATE NAILS & (18)4"x2a' TAPCONS ON MASONRY: SIMP. META16 0 DATE: TO POST: SIMP. HTS20 OR LSTA18 U) U TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)i"x2a' TAPCONS p L z 0 W ON MASONRY: SIMP. META16 LU _ TO POST: SIMP. HTS20 OR LSTA18 =<ESEg Z as k <<M TO BEAM: SIMP. HUC410 w/(18)16d & W 0 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x2a" TAPCONS O ON MASONRY: SIMP. META16 �W TO POST: SIMP. HTS20 OR LSTA18 U 0 Q I.- W 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)1Od = (11 .�.�. NAILS & (18)4'x2a" TAPCONS W ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 0 Z (10) 10d NAILS B3.5x16 (2)1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS V o ON MASONRY: SIMP. META16 W z 0 TO POST: (2) SIMP. HTS20 OR LSTA18 z ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL z Z_ F- * NAIL TOGETHER USING (3) ROWS OF 12d NAILS W H 0 Q @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL w N �Jz * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d c� ov 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 NO ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING WEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PILATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEETNOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS P CT. j OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIG 1 CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE. REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE a' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. W Q j _0 C) J J W W .a 11 W, J O ��rr''��4h�yQ:., V�, 3 JOB No. L) C) N TES C Q C) CONNECTOR d Q C = Z o 0 r LL »- WL LEGEND O��, U) v O� �' SCALE: W O E O 0_ w I- U 0 DATE: 05191/2015 U) U Z 2 U) ��g* Z W w ��F, NO�Mw F 06 �ZN O F_ 01 (D agalle p L z 0 W Z QF=09 LU _ U ` � =<ESEg Z as k <<M I- W 0 W Z J V J Q 1= J Z LL. O o �W U 0 Q I.- W LLI0 Z o W = (11 .�.�. W 00_. 0 Z 0 0 z V o W z 0 z N z Z_ F- W H 0 Q C L 0 0000 w N �Jz c� ov D�W� W �-�0 0 F- 2 F- - 0 H STRUCTURAL ENG: CFG / BAD Q DRAFTING: z W_ -STRUCT: BM _.. ------- cn....... QC CHECK: CC 1/4"=T-0 S4.1 L ,. a S��F'O��,O 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. c1 COPYRIGHT MCD 2014: The Information contained m this document Is copyrighted p p y JOB No. TM - 2150449 TES & CONNECTOR LEGEND SCALE: ---- __..._. AS INDICATED DATE: 05191/2015 1/4"=T-0 S4.1 L ,. a S��F'O��,O 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. c1 COPYRIGHT MCD 2014: The Information contained m this document Is copyrighted p p y ti� 00 J08 J09 J10 J11 J11 J10 J09 J08 �O STANDARD 2ND FLOOR FRAMING Z NOTES: w w H W JFpd, ^� I..L LU 0 Vf U- O j r n 06 Z of V Z Z I OFY co O w -' U) �- ,ow111111111 04 n�i e`°°s•s•e•a4 '��j Z Z 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR AU Y° Q ju Ire .. ids' • .. O •••°•� •a J a< CJ �� U- ® �0® WALLS. UI.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. W 11111 is CL Q4 ?� O O U z CSM 01 '16gIIIlI' j N O M 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR LU I— Q1© C} >10 - LU U <. cu O O U) C . II5'' U - — - - U TO FOLLOW THE DETAILS INDICATED BELOW' J L X OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Q C SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 1- V � i SHEATHING IS NOT CONTINUOUS) Uj - 0 OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS N SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR LU c Z 0 J � 0 J QLLF SHEATHING IS NOT CONTINUOUS) 0 i i � oC 0000 to 0 w — ] LO CV 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O 0- U O � � ] 2 W i' 0 0 F- ❑ - Z C) C o f1) STRUCTURAL ENG: CFG / BAD L DRAFTING: =� W BM QC CHECK: CC C JOB No. TM - 2150449 SCALE: Z) 0 AS INDICATED DATE: 05/21/2015 ROOF FRAMING PLAN_ 1/4"=1'-0" 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. N Z w H W JFpd, ^� I..L LU 0 Vf U- O j r n 06 Z of V Z Z I OFY co O w -' U) �- ,ow111111111 04 n�i e`°°s•s•e•a4 '��j Z Z AU Y° Q ju Ire .. ids' • .. O •••°•� •a J a< CJ �� U- ® �0® W- 6 a W 11111 is CL Q4 ?� O O U z CSM 01 '16gIIIlI' j N O M j O z LU I— Q1© C} >10 LU U <. cu O O U) C . II5'' U Z O � O U a L X S4.2 Z > JFpd, ^� I..L LU 0 Vf j r n 06 Z of V Z Z I OFY co P: n�i Q o a< CJ LL U QF=�J W- 6 a J JZi Q4 ?� F— - 0 0 O F— 0 LU W J U) C V � i Z - 0 N c Z 0 J � 0 J QLLF i i � oC 0000 to 0 ] LO CV m U O � � ] 2 W i' 0 0 F- ❑ - C STRUCTURAL ENG: CFG / BAD L DRAFTING: -STRUCT: BM QC CHECK: CC C JOB No. TM - 2150449 SCALE: AS INDICATED DATE: 05/21/2015 S4.2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z J n W W LL H CD W ry z O 07 AT CORNERS PRECAST "U" METAL LATH OR PROVIDE LINTEL W/ 3000 WIRE SCREEN STANDARD #5 psi CONC. PER OVER COURSES HOOK BAR. LAP FLINTEL PLAN. IF NOT REQ'D TO 4° OTHER BARS INTO REBAR IS GRADE 40 BE FILLED. 4.d BEND 0 LENGTH LAP SPLICE CORNER AS REQ'D INDICATED IN LENGTH (SHEET METAL & t "A" TYPICAL TRUSS ANCHOR PER PLAN NO d rq OPENINGTYPI LINTEL, #5 TO BE 11^11 AL SWEAR WA PAPER FELT 17/8 41/4 7 PROVIDE SCREEN WHEN BLOCK BELOW IS LINTEL PER PLAN: 41/4 .. ._ ,.....,.._,..'.....4. HOOKED INTO #4 A PROHIBITED) i. 10" HOOK 7 e - 3 NOT REQUIRED TO BE FILLED 121/21 A' n TRANSOM OPENING SIDE VERTICALS 7 113/4 °. A FRAME INFILL AROU1� 151/21 STANDARD 90 DEGREE HOOK #6 33/4 81/16 14 WINDOW BY BUILDER 41/2 81/16 SEE FOUNDATION 36 W ' •' TYP. BOND BEAM 8" X 8" x 16" K.O. LINTEL d 35 'A d..ad — d ld. ° 4 o — BOTTOM REINFORCING PROVIDED > > "'� —° d Q Q A ' . •.; a'4, dd O �"' O °i J ; ° a e ° • (2) 2X8 WOOD HEADER BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. � Q TURNED SIDEWAYS. LO q'• FIRST PLY 2X8 TO 1 Q 1-- LU LU 0 U) REBAR DOOR OPENING r• ... MASONRY WALL W/ ............. LO -- ........ Id• 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 SIMPSON HUS26 HANGER 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 a 314" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 �N @ EA. END. W/ (6) 3/16"Ox 710 1423 / 1105 4360 / 1631 .A Q od�d. d d. ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS HOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. w O z m MASONRY & (4) 10d X 1 l °.I . d 1/2" NAILS INTO HEADER. U_ 2ND PLY TO 1ST PLY W/ A .a�Ql . q .d 4 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 10d STAGGERED @ 6" O.C. 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 DO LINTEL W/ TRANSOM DETAIL 11'-2" 255 471 /352 1075/1075 1838/1567 Q 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 8. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & BOTTOM REGARDLESS OF REINF. INDICATED IN TABLE BELOWLL 0 W N d�e 1. N W Q 1697/1361838 12'-8" 0 369/261 / 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0"0 284/0 950/0 1379/0 1997/0 to 18-0„ 0 211/0 750/0 1177/0 1676/0 � DRAFTING: 18'-8” 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. = O Lu W JOB No. TM - 2150449 SCALE: 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 DATE: A 05/21/2015 0 110/0 450/0 824/0 1147/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE U z S5 RECESSED LINTELS -FILLED I 4.� 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL w a a ROUGH OPENING PER PLAN 1694/1694 ' 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADEN l — 4 2'-811 1425/1425 3343/3280 d ° 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ` r ••••••+.+®� i� w 3'-0" , 2769/ 2769 408514085 STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) ' *9 l • • � !� z Z � ¢ °' � 3'-4" 1081 /920 2769/1716 v d #5 DIA. REBAR - DESIGNATION SCHEDULE ` d ' Cr 4'-4" 846/833 2121/1716 3127/2839 QN -� 4° ° GRADE 40 GRADE 60 4.d BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE t "A" a . NO d rq OPENINGTYPI "B" 11^11 AL SWEAR WA L SEGMENT 17/8 41/4 7 15 LINTEL PER PLAN: 41/4 .. ._ ,.....,.._,..'.....4. 18 #4 A 14 i. d 3 55/8 121/21 A' n TRANSOM OPENING d 7 113/4 °. A FRAME INFILL AROU1� 151/21 a #6 33/4 81/16 14 WINDOW BY BUILDER 41/2 81/16 4° D06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 4.d BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE t "A" a . NO -SHEAR WALL AT OPENINGTYPI "B" 11^11 AL SWEAR WA L SEGMENT 17/8 41/4 7 15 LINTEL PER PLAN: 41/4 .. ._ ,.....,.._,..'.....4. 18 #4 21/2 14 i. D06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 4.d BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE t "A" "B" „C„ "D11 IIA" "B" 11^11 "D" #3 17/8 41/4 7 15 LINTEL PER PLAN: 41/4 91/4 18 #4 21/2 5 5/8 i. 20 3 55/8 121/21 24 TRANSOM OPENING 31/8 7 113/4 25 A FRAME INFILL AROU1� 151/21 30 #6 33/4 81/16 14 WINDOW BY BUILDER 41/2 81/16 D06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE t "A" "B" „C„ "D11 IIA" "B" 11^11 "D" #3 17/8 41/4 7 15 LINTEL PER PLAN: 41/4 91/4 18 #4 21/2 5 5/8 i. 20 3 55/8 121/21 24 TRANSOM OPENING 31/8 7 113/4 25 33/4 FRAME INFILL AROU1� 151/21 30 #6 33/4 81/16 14 WINDOW BY BUILDER 41/2 81/16 SEE FOUNDATION 36 " �. ' •' SEE WF01/SD2 FOR / MORE INFO 16 1/2 35 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 913/16 213/4 42 ON EITHER SIDE U.N.O. 8RF22-OB/1T — BOTTOM REINFORCING PROVIDED > > O ! Q Q 7-5/8" ACTUAL IN LINTEL (VARIES) O �"' O 8F24-0B/1T J 8" NOMINAL WIDTH M d 4 STANDARD LINTELS LJ.I • (2) 2X8 WOOD HEADER o � Q TURNED SIDEWAYS. LO 'LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B FIRST PLY 2X8 TO 1 Q 1-- LU LU 0 U) ] 0000 DOOR OPENING r• ... MASONRY WALL W/ ............. LO -- ........ ---- 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 SIMPSON HUS26 HANGER 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 a 314" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 �N @ EA. END. W/ (6) 3/16"Ox 710 1423 / 1105 4360 / 1631 1-3/4" TAPCONS INTO 8328 / 3470 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS HOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. w O z m MASONRY & (4) 10d X 1 V 1/2" NAILS INTO HEADER. M 2ND PLY TO 1ST PLY W/ 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 10d STAGGERED @ 6" O.C. 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 DO LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) E O GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE t "A" "B" „C„ "D11 IIA" "B" 11^11 "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 7 151/21 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 ° a a a � � = ° d ° + "a a •° 4 8. ' a dd 4 LAP SPLICE EMBEDDED STANDARD 90° HOOK D08 REBAR SPLICE DETAIL STANDARD '1800 HOOK #3=2Y2' #4 = 2 Y2' #5=2Y2' #6 = 3" #7=3Y2' 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT - -- SEE FOUNDATION FOR FOOTING 0 M " 7 -0 N 8RF30-1 B/1 T O 81=32-16/1T 1-1/2" CLEAR 0 O 8RF30-0B/1T Q q #5 REBAR AT TOP MIN. (1) REQ'D Q Z s 8F32 -OB/1 T U —j Q o V ¢ z O C.M.U. LL W L? J S O 8F38 -1B/1T EO.LL Z O Z D V) N 8F12-1B/1T O T _ *---,� BOTTOM REINFORCING PROVIDED Q z V B O 8F40 0B/1T U p G o 7-5/8" ACTUAL IN LINTEL (VARIES) O H- N �O 0 8" NOMINAL WIDTH w Q S r Z g UNFILLED .J U) C, - 0 _ W 0 a<C$rs` 8'-4" 6'-4" a E O 8RF14-0B/1T TYPE DESIGNATION Z • INA i h J ) L6 Z 1-1/2" CLEAR t PRECAST LINTEL LOAD TABLE Ute. GENERAL CONCRETE LINTEL SCHEDULE 1:6 o F 8F16-OB/1T 1-1/2" CLEAR n~ AT TOP MIN. (1) REQ'D J F- * 0 1 z V c0 8F20-1B/1T U) U5 '° TOP KNOCK OUT/ LINTEL BLOCK azUw C APPROVED, LINTEL MANUFACTURERS: i #5 REBAR AT TOP MIN. (1) REQ'D ¢ o �" Q ° U XO a #5 REBAR AT BOTTOM MIN. (1) C 81=20-013/1'rU ¢ z C.M.U. U LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL 8RF22-1B/1T W =' � ° GROUT O C)LID lyllll 0 N 0 L6 z ° #5 REBAR AT BOTTOM OF LINTEL Z ,t+ ` APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL co CAVITY O O 8RF22-OB/1T — BOTTOM REINFORCING PROVIDED > > O ! Q Q 7-5/8" ACTUAL IN LINTEL (VARIES) O �"' O 8F24-0B/1T J 8" NOMINAL WIDTH M d 4 STANDARD LINTELS LJ.I STANDARD LINTEL NOTES o � Q LO 'LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 1 Q 1-- LU LU 0 U) ] 0000 - ............. LO -- ........ ---- 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672 / 4576 10000 / 6224 314" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 �N 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS HOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. w O z m 0 O W V W M �- 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 T-0" 416 7521699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567 / 454 1366 / 1277 2423/1 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 8. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & BOTTOM REGARDLESS OF REINF. INDICATED IN TABLE BELOWLL 0 W N 075 04 12'-0" 239 418/297 1075 / 1045 1838 / 1446 2883/1848 42630/1738 1697/1361838 12'-8" 0 369/261 / 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0"0 284/0 950/0 1379/0 1997/0 MATERIALS 18-0„ 0 211/0 750/0 1177/0 1676/0 � DRAFTING: 18'-8” 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. = O Lu JOB No. TM - 2150449 SCALE: 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 DATE: 05/21/2015 0 110/0 450/0 824/0 1147/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE U z S5 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL w a a 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADEN ��e111111�/��' ��, t.,��' 4 2'-811 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ` r ••••••+.+®� i� w 3'-0" 1230/1230 2769/ 2769 408514085 ' *9 l • • � !� z Z � ¢ � 3'-4" 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ` ®�.e, Cr 4'-4" 846/833 2121/1716 3127/2839 QN -� F = FILLED WITH GROUThill 5'-4" 664/572 1761/1761 2595/ 2595 MARK LINTEL U = UNFILLED R =RECESSED + • -- "- 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS c) 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ •• ••: J O 8'-4" 415/235 1152/ 1152 1694/1552 0 8RF6-16/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY m••a a• v` _j � veo>` 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP ��// �. �' 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8RF14-1B/1T x' -- 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. NOMINAL WIDTH CL p �. 8F16-1B/1T " 7 -0 N 8RF30-1 B/1 T O 81=32-16/1T 1-1/2" CLEAR 0 O 8RF30-0B/1T Q q #5 REBAR AT TOP MIN. (1) REQ'D Q Z s 8F32 -OB/1 T U —j Q o V ¢ z O C.M.U. LL W L? J S O 8F38 -1B/1T EO.LL Z O Z D V) N 8F12-1B/1T O T _ *---,� BOTTOM REINFORCING PROVIDED Q z V B O 8F40 0B/1T U p G o 7-5/8" ACTUAL IN LINTEL (VARIES) O H- N �O 0 8" NOMINAL WIDTH w Q S r Z g UNFILLED .J U) C, - 0 _ W 0 a<C$rs` 8'-4" 6'-4" a E O 8RF14-0B/1T TYPE DESIGNATION Z • INA i h J ) L6 Z 1-1/2" CLEAR t c Ute. 1:6 o F 8F16-OB/1T 1-1/2" CLEAR n~ AT TOP MIN. (1) REQ'D J F- * 0 1 z V c0 8F20-1B/1T U) U5 '° TOP KNOCK OUT/ LINTEL BLOCK azUw C i #5 REBAR AT TOP MIN. (1) REQ'D ¢ o �" Q ° U XO a #5 REBAR AT BOTTOM MIN. (1) C 81=20-013/1'rU ¢ z C.M.U. U 4.: O 8RF22-1B/1T =' � ° GROUT O C)LID lyllll 0 N 0 L6 z ° #5 REBAR AT BOTTOM OF LINTEL Z ,t+ ` K O 8F24-1B/1T co CAVITY O O 8RF22-OB/1T — BOTTOM REINFORCING PROVIDED > > O ! Q C ZOO 7-5/8" ACTUAL IN LINTEL (VARIES) O �"' O 8F24-0B/1T J 8" NOMINAL WIDTH M d 4 " 7 -0 N 8RF30-1 B/1 T O 81=32-16/1T 1-1/2" CLEAR 0 O 8RF30-0B/1T Q q #5 REBAR AT TOP MIN. (1) REQ'D Q Z s 8F32 -OB/1 T U —j Q o V ¢ z O C.M.U. LL W L? J S O 8F38 -1B/1T EO.LL Z O Z D V) N 8F12-1B/1T O T _ *---,� BOTTOM REINFORCING PROVIDED Q z V B O 8F40 0B/1T U p G o 7-5/8" ACTUAL IN LINTEL (VARIES) O H- N �O 0 8" NOMINAL WIDTH w Q S r Z g UNFILLED .J U) C, - 0 _ W 0 a<C$rs` 8'-4" 6'-4" a LO cn X 1N a J zZ i h J ) L6 Z 1-1/2" CLEAR Oy�N� > F- Ute. LU _ =J d.°. C,D L::�#5"REBAR C W n~ AT TOP MIN. (1) REQ'D J w V U) U5 '° TOP KNOCK OUT/ LINTEL BLOCK azUw C ai 0 U) w a , a COURSE _ Z ° U XO a #5 REBAR AT BOTTOM MIN. (1) C � O REQ'D L 16 GA. POWERS STEEL BOXED z 11 c S d 7-5/8 ACTUAL LINTEL 8 NOMINAL WIDTH C POWERS STEEL c SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED = LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. C 2. 0 NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR F 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 1 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. C LINTEL PLAN 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY L CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF C 1/8 11=1-011 SUPPORT. z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. C 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. L C 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. q,UILD//IjGy SA,NFORD f F G U X 1N a J zZ i h J ) 0 Oy�N� > F- Ute. LU � W J � V ) Ute. � o � V Z J 11 0 N C ZOO i O J LJ.I � Q LO 0 1 ] 0000 LO �N m V W M �- O LU �p H2F- n/ STRUCTURAL ENG: CFG / BAD � DRAFTING: '--STRUCT: BM QC CHECK: CC JOB No. TM - 2150449 SCALE: AS INDICATED DATE: 05/21/2015 S5 (1) #5 FROM FTG. TO TIE BEAM - ° SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT TO CELL SOLID CELL SOLID 8" CMU BLOCK 8" CMU BLOCK ' 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ I FIBERMESH REINF. OVER FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER ' •I`—�' < 4 d- d a �J e, d GRADE ` W CO 0- FPLAN FIBERMESH REINF. OVER n W BASE TO BE FILLS© BASE O (n -01• I- I a ... °. d' �tl GRADE Z U) W o-. --I� BAR CONT. a 4 I- 1). i _ oo (n Of noCID 4 I— 00 ° ; ° GRADE (2) #5 BARS CONT. III=III- a d W/ 3" COVER TYP. #5 BARS CONT. CLEAN COMPACTED I(2) 1'4" FILL @ 95% STANDARD CLEAN COMPACTED ' DENSITY FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE T-4" WIDE w/(3) #5 BARS SIZE SHALL BE 1'-4" WIDE w/(3) #5 BARS JIF01 TYP. EXT. FOOTING CURB FOOTING SCALE: 3/4" =1'-0" (1) #5 FROM FTG. TO TIE BEAM � SPLICE TO BE MIN. 25" GROUT FILLED CELL TO CELL SOLID SEE PLAN 8" CMU BLOCK 3-1/2" CONC. SLAB w/ OPTIONAL CURB FLOOR PLAN FOR SIZE FIBERMESH REINF. OVER 8", 6 MIL VAPOR BARRIER ® OPTIONAL •I`—�' ° REINF. SEE d a CURB FOR e, d ` W CO 0- FPLAN FIBERMESH REINF. OVER n W BASE TO BE FILLS© BASE O (n -01• I- I a ... °. d' �tl GRADE Z U) W o-. BAR CONT. 1). i _ oo (n Of 4 I— 00 ° ; ° GRADE j a d #5 BARS CONT. Fr7F—I�E -= -III I(2) W/ 3" COVER TYP: T) CLEAN COMPACTED ' 1'-4" FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG CONCRETE OR SIZE SHALL BE 1'-4" WIDE w/(3) #5 BARS OF02 GARAGE CURB FOOTING SCALE: 3/4" =1'-0" SLOPPED GROUT FILLED CELL TO DRAIN SEE PLAN FOR STEP OPTIONAL CURB FLOOR PLAN FOR SIZE 8", (G.C. TO VERIFY) ® OPTIONAL •I`—�' AND BASE CONNECTION REINF. SEE 3-1/2" CONC. SLAB w/ CURB FOR ::4t ` FPLAN FIBERMESH REINF. OVER MAS. @ ELEV. BASE TO BE FILLS© BASE 1 6 MIL VAPOR BARRIER 0'-0" w/ (1) #5 o-. BAR CONT. CMU BASE w/ (1) #5 ® 4 I— — ° ; ° GRADE CORNER. SEE FLR. a d O 3-1/2" CONC. SLAB w/ T) PLAN FOR BASE ' d FIBERMESH REINF. OVER CONCRETE OR SIZE w III MUDDED I — I I_I _ P III ..�I I w a ..._._.. 1— _— (n .-..,.._., FLOOR CLEAN �I-.—III :L..I i..._I h ______ a.°q •; + y - PAVERS PER PLAN SLOPED COMPACTED - — a = 1I I= I TO DRAIN FILL @ 95% Ii I III=I I I= 1 I I =III— STANDARD II i i IIID 1 I— 1 I— 8" x 8" THICKENED DENSITY 8" x 12" THICKENED =III=III "° ° 1'-4" (2) #5 REBAR SLAB w/ (1) #5 F. `III�III,;,Ii.l ;;III d ° d ° d ° .° a °'. , 8., F13 THICKENED EDGE@ AF15 FRIONT BASE WHERE 2ND STORY OCCURS, FTG GARAGE DOOR SCALE: 3/4"=,'-0" COLUMN DETAIL SCALE: 3/4"=,'-0 SHALL BE V-4" WIDE w/(3) #5 BARS FO FOOTING @SHOWER F08 THICKENED EDGE SCALE: 3/4" =1'-0" j SCALE: 3/4" =1'4" SEE ELEVATION HOLD BEARING WALL BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING ~ MIN 4" WITH FOUNDATION2 1/4" WALL SCHEDULE WALL SCHEDULE W BELOW FOR ADDITIONAL FOR ADDITIONAL � INFORMATION 3-1/2" CONC. SLAB w/ INFORMATION Q 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ FIBERMESH REINF. OVER > (1) #5's CONT. _... -- - FIBERMESH REINF. OVER FIBERMESH REINF. OVER (D 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER Ld FIBERMESH REINF. OVER 2x PT SILL PLATE 2x PT SILL PLATE Q a W g w g 6 MIL VAPOR BARRIER H as W co a _ a _ 4.. . ` . ' o-; .. .. a: I d _ (I I—I —III— I _ '. ...e , < a a • i� I � I�) I I ° --� d d. .' e .a. d. ' -III—I I h—..I I III—III III—� O ° ° I I— Co — — I—I —III ; _— _ •" I ISI 11= W �— �I— III — _ .— —1�1 O I 4 1 _ —_ III—_ — — — _j : , I I! I I I I=I I IIIA I CLEAN p L...1 1— I _ — I I -I (� ( = 111— — I I I I=III (I=1 I I= I COMPACTED Z (� III—I I 11=I - I I. — _ -III I 1- CLEAN COMPACTED (I_ I I I I II i FILL @ 95% STANDARD ,—i , i i i CLEAN (2) #5 BARS CONT. W/ 3 COVER FILL @ 95% 0 U) CLEAN COMPACTED 16" DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8 8 STANDARD J W FILL 95% STANDARD TYP. AT 2 STORY CONDITIONS 8„ 8„ FILL @ 95% (3) #5 BARS REQUIRED AND DENSITY pp C) DENSITY #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE Q (2) #5 BARS CONT. W/ 3" COVER TYP. (3 ) AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY REQUIRED AND FOOTING TO O BE 20" WIDE IL 0 0 N W LLI F 4 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING IF03 NON-BEARING STEP DOWN 0 SCALE. 3/4 —1-0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-O" Z Uj i ;I � �� • �R� '�� it v ee••eeeeee /// W O 3/4" RECESS @►e•• Z Z PER MFG. DOOR SLIDING GLASS •o ,� �► ®®.e00 SPECS S 40. T4 lb Ae J /y d 8" CMU BLOCK y�r �e 4? -.Q FE d SLOPE �`;a `® J p MIN. 24" BEFORE °r �. d a' a, °` 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE .•e®000"',ANOTHER STEP W �. a FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. 6 MIL. VAPOR BARRIER 25" GROUT CELL SOLID #5 CONT. REINF. ° W REFER TO PLANS FOR SEE FOUNDATION _j W ° a 4,1'1 . FOR QUANTITY 4 1/2 CAS a. 11LOCATION 44 0 ING W 00 W ° Wo ! . <° r. ° .° a °.: �. �' ALUMINUM THRESHOLD °' ° Z m #5x25"x25" -- 4 ° �.' — °— o f I, N ° r d�• hL (2) #5 CONT. W/ 3cei a d a 0 1' .d CORNER BAR, ONE '� I a - COVER 4 °.. I FOR EA. HORIZONTAL w/FIBERMESH SLOPE 1 = =j °, :.; _ -IT= I _ 1=I — W d CL a �a REBAR, TYP. U.N.O. REINF. AND 6 MIL d .. d a ° a = (2) #5 BENT BARS W/ — — �..� .., ..�� — ° < ° a 1 VAPOR BARRIER 3/4" RECESS _I I = _III d C . ,O W W d: a rr —MIN. 25 LAP SPLICE ,— I III I I I Q o, --��a,.� !. o cro 1. - �. ° . I —III --I I II I I-- III I _ W �.� — �.�.°T', °.' d da °. d' tom,— �, BARS CONT. °° W/ 35 COVER TYP 1'-4" CLEAN COMPACTED IL SLOPE 1/4 c� PER FOOT ° U p I=II -.._I I III- III—III III—III; ° FILL @ 95% STANDARD 0 (2) #5 CONT _ 16" MIN. ------ _—I_ VERIFY W/ DETAILS FOR REQUIRED ° ° ° DENSITY W/ 3" COVER. i I I 1 I I II I L....—III— I I (I ! I I- STEEL AT 2 STORY LOCATIONS PER MFG. a 4 a d," O SPECS�' U) ° VERIFY W/ DETAILS FOR REQUIRED . °. b EXP JOINT � z STEEL AT 2 STORY LOCATIONS _.... W IF09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMU SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" SCALE: 3l4" =1'-0" U '^ 0 W CO ' J 0 Z u (D W:3 U_ O Z w O Q O Z H O 3: -- z o 2 H Q U a: (4 Z z 1� • �'� Q '-1 06 o� U 1— Q LU 0 Z_ W r LL65W 0 0 IL2 0 Z Q a O NOT USED z W 0 _ N Q zzo 0 N< USJ 0000 FINISH PER 8" C.M.U. FINISH Z � N � PER ELEV. PVC OR SCH40 C7 • • 00 3-1/2' CONC. SLAB 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 ELEV. FINISH FLOOR CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE W I-- O LU REINF. OVER 6 MILC.� FINISH FLOOR PENETRATION PENETRATION 0 VAPOR BARRIER PENETRATING __ • a' . '• • d °, ... _ ..�a —_ D W—� Q 0 V W0 PENETRATING PIPE a , a a j PIPE — UGRADE d LOOP TIE (TYP.) ° 2 .r—..� 41 r CL CLEAN , .. �� _, _ 4 I = I STRUCTURAL ENG: CFG /BAD COMPACTEDd _ FILL _ -' ? I —f I f=1�—� 1_.._I I—) I I= I -1 00 — —III— ° Q DRAFTING: I I I =I -.I L- I f I I _ — a __=I I I— PVC SLEEVE MIN. ___I =I = I = FOOTING FOOTING PER = _ I I I = — _ I I — Z-STRUCT: BM III—III— I III —I — SEE FDN PLAN 1---I 1=I I—f—�-1 I_) — I I I I=1 I I—� I I W DIAMETER TO BE 2 - — PER PLAN PVC SLEEVE PLAN I I.....m;_i I I— FOR SIZE I —11, —I_ SEE FDN. I_ n� QC CHECK: CC PIPE SIZES LARGER THAN THE —III_._ &REINF. 1—I - 1 PLAN FOR I - SIDE VIEW (FRONT VIEW) _ " I SIZE & REINF. JOB No TM 2150449 PENETRATING PIPE ( ) SCALE: AS INDICATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND DATE: 05/21/2015 F14 TYPICAL FOUNDATION SCALE: 3/4"=1'-0.,SAN��kt�SD1 PENETRATIONS rJ .; �AF1RT2. th 1 t f MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC Any use duplication or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014: 1he Information contained In this document Is copyrighted and Is a exc US VC proper y 0 FILLED CELL WOOD POST SEE I V FLOOR PLAN FOR SIZE 4" ® AND BASE CONNECTION GARAGE ::4t TOP COURSE TO BE BLOCKS. ENTIRE TOP VIEW CORNER — --J BASE TO BE FILLS© BASE SOLID GARAGE WALL CMU BASE w/ (1) #5 ® VERTICAL @ EACH Z CORNER. SEE FLR. O 3-1/2" CONC. SLAB w/ DRIVEWAY BY I PLAN FOR BASE ' FIBERMESH REINF. OVER CONCRETE OR SIZE w 6 MIL VAPOR BARRIER 4„ PAVERS SEE FOUNDATION w FOR PAD SIZE (n CONC. SLAB OR PAVERS PER PLAN — a = 1I I= I F 7 =III— 1 I— 1 I— 8" x 8" THICKENED CLEAN COMPACTED EDGE w/ (1) #5 FILL @ 95% STD. "° ° CONT. DENSITY a d ° d ° d ° .° a °'. , d <'.. ....Q . 4. Sh d a. d F13 THICKENED EDGE@ AF15 FRIONT BASE GARAGE DOOR SCALE: 3/4"=,'-0" COLUMN DETAIL SCALE: 3/4"=,'-0 HOLD BEARING WALL BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING ~ MIN 4" WITH FOUNDATION2 1/4" WALL SCHEDULE WALL SCHEDULE W BELOW FOR ADDITIONAL FOR ADDITIONAL � INFORMATION 3-1/2" CONC. SLAB w/ INFORMATION Q 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ FIBERMESH REINF. OVER > (1) #5's CONT. _... -- - FIBERMESH REINF. OVER FIBERMESH REINF. OVER (D 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER Ld FIBERMESH REINF. OVER 2x PT SILL PLATE 2x PT SILL PLATE Q a W g w g 6 MIL VAPOR BARRIER H as W co a _ a _ 4.. . ` . ' o-; .. .. a: I d _ (I I—I —III— I _ '. ...e , < a a • i� I � I�) I I ° --� d d. .' e .a. d. 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(3 ) AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY REQUIRED AND FOOTING TO O BE 20" WIDE IL 0 0 N W LLI F 4 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING IF03 NON-BEARING STEP DOWN 0 SCALE. 3/4 —1-0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-O" Z Uj i ;I � �� • �R� '�� it v ee••eeeeee /// W O 3/4" RECESS @►e•• Z Z PER MFG. DOOR SLIDING GLASS •o ,� �► ®®.e00 SPECS S 40. T4 lb Ae J /y d 8" CMU BLOCK y�r �e 4? -.Q FE d SLOPE �`;a `® J p MIN. 24" BEFORE °r �. d a' a, °` 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE .•e®000"',ANOTHER STEP W �. a FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. 6 MIL. VAPOR BARRIER 25" GROUT CELL SOLID #5 CONT. REINF. ° W REFER TO PLANS FOR SEE FOUNDATION _j W ° a 4,1'1 . FOR QUANTITY 4 1/2 CAS a. 11LOCATION 44 0 ING W 00 W ° Wo ! . <° r. ° .° a °.: �. �' ALUMINUM THRESHOLD °' ° Z m #5x25"x25" -- 4 ° �.' — °— o f I, N ° r d�• hL (2) #5 CONT. W/ 3cei a d a 0 1' .d CORNER BAR, ONE '� I a - COVER 4 °.. I FOR EA. 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DOOR POURED SILLS F12 INTERIOR BEARING ON CMU SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" SCALE: 3l4" =1'-0" U '^ 0 W CO ' J 0 Z u (D W:3 U_ O Z w O Q O Z H O 3: -- z o 2 H Q U a: (4 Z z 1� • �'� Q '-1 06 o� U 1— Q LU 0 Z_ W r LL65W 0 0 IL2 0 Z Q a O NOT USED z W 0 _ N Q zzo 0 N< USJ 0000 FINISH PER 8" C.M.U. FINISH Z � N � PER ELEV. PVC OR SCH40 C7 • • 00 3-1/2' CONC. SLAB 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 ELEV. FINISH FLOOR CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE W I-- O LU REINF. OVER 6 MILC.� FINISH FLOOR PENETRATION PENETRATION 0 VAPOR BARRIER PENETRATING __ • a' . '• • d °, ... _ ..�a —_ D W—� Q 0 V W0 PENETRATING PIPE a , a a j PIPE — UGRADE d LOOP TIE (TYP.) ° 2 .r—..� 41 r CL CLEAN , .. �� _, _ 4 I = I STRUCTURAL ENG: CFG /BAD COMPACTEDd _ FILL _ -' ? 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COPYRIGHT MCD 2014: 1he Information contained In this document Is copyrighted and Is a exc US VC proper y 0 2x6x12 P.T.— CENTER BUCK I 1 I 3/8" DIA. ANCHOR — 2 X 4 P.T. TOP BUCK OF OPENING 2x6 P.T. BUCK EACH SIDE OF OPENING 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.) D02 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 SCALE: 3/4" =1'-0" II13101 BEARING/SHEAR WALL TO CMU I I I I WALL CONNECTION DETAIL SCALE: 3/4"=1'-0" PRECAST LINTEL, TYP. NOTE: CUT BACK 2X8 P.T. @ RECESS WHEN REQ'D TOP TO ALLOW CONT. 2X4 MASONRY WALLBLOCKING AROUND CURVE. SEE PLAN MIN. 2 TAPCON ANCHORS PER —\ 2X8 — 2X8 W/ (2) 16d TOE NAILS EA 12 (TYP) SEE ELEV. 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 F1 KNEEWALL ABOVE MASONRY WALL (2) 2x TOP PLATE �---- PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 TOP PLATE MIN 2x4 STUDS @ 16" 0/C IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. AND EXTERIOR SHEATHING INSTALLED PER NAILING PATTERN I II II -- CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS L" UPLIFT CONNECTOR (SEE SCHEDULE) SCALE: 3/4" =1'-0" (2) 2x PT BUCK" w/ 1/2" O.S.B. BI W TYPICAL TIE BEAM w/ 3000 ° psi CONC. w/(1) #5 REBAR CONT. ° r 4 STD HOOK a4 12" O.C. j TYPICAL FILLED CELL w/ 3000 a psi CONC. w/(1) #5 REBAR VERT. 2 VERIFY w/ PLAN FOR REQ'D A IL LOCATIONS 1 2 STRUCTURAL SHEATHING o CMU WALL AS REQ'D PER PLAN 1° n f ° CLIP EACH TRUSS a (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" s I EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND I 1b BOTTOM ` PT BASE PLATE gTEL EE PLAN) 6" O.S.B. E (3) 16d COMMON NAILS (TYP.) HEADER PER ,.� LOCATION IF DBL. NAILER USE 1/4" x 4-1/2' SEE NOTES FO FASTEN PT 2x NAILER TO MAc �z O i U) W i C) J W � (WF031 KNttWALL A I LN I KY KNttWHLL H I tN I KT MCCVVHLL N I CIV 1 KY 0 ATTACHMENT REQUIREMENTS SIZE TAPCONS SHEATHING # ROWS 2x4 3/16" X 3" 12" O.C. 1 PER PLAN 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 1 2 STRUCTURAL SHEATHING o U CLIP EACH TRUSS SHEATHING z SEE ROOF PLAN CLIP EACH TRUSS - SEE PER PLAN FOR TYPE 0 ROOF PLAN FOR TYPE CLIP EACH TRUSS � SEE ROOF PLAN FRAME OUT TO FRAME OUT TO I Z FOR TYPE BLOCK EDGE BLOCK EDGE AS REQ'D 0 FRAME OUT TO co - LLI BLOCK EDGE � Q Lin 0 1 (2) 2X TOP PLATE LO (2) 2x #2 SYP I (2) 2x #2 SYP I SEE PLAN FOR (Y N (2) 2x TOP PLATE SEE PLAN FOR SIZE BEAM SIZEBEAM I 2x4 PF #2 KNEE WALL V0 Uj LL ( 6" O.C. 2x4 SPF #2 KNEE WALL I 2x4 SPF #2 KNEE WALL I 2 2x PLATE O w/ STRUCTURAL WITH STUDS @ 16" O.C. H WITH STUDS @ 16 O.C. I 2x PT BOTTOM SHEATHING FROM TOP I W STRUCTURAL (2) 2x #2 SYP I W STRUCTURAL I PLATE OF WALL TO BOTTOM OF I SHEATHING ON BOTH SEE PLAN FOR SHEATHING ON BOTH I WALL. ATTACHED PER SIDES FROM TOP OF I BEAM SIZE SIDES FROM TOP OF CFG / BAD PRECAST NAILING SCHEDULE WALL TO BOTTOM OF I WALL TO BOTTOM OF I LINTEL OR OTHERWISE SP2 CLIPS BEAM. ATTACHED PER BUILDER FRAME BEAM. ATTACHED PER I KNOCK OUT AT TOP AND SP1 CLIPS NAILING SCHEDULE RADIUS AS REQ'D NAILING SCHEDULE I COURSE AT BASE ARE REQUIRED OTHERWISE SP2 CLIPS I AS INDICATED I DATE: 1/2"x8" ANCHOR BOLT AT TOP AND SP1 CLIPS I MASONRY OR TITEN HD @ 32" O.C: AT BASE ARE REQUIRED BUILDER FRAME WALL & 6" FROM EACH END RADIUS AS REQ'D �z O i U) W i C) J W � (WF031 KNttWALL A I LN I KY KNttWHLL H I tN I KT MCCVVHLL N I CIV 1 KY 0 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 1 2 2x BUCK DETAIL SCALE: 1/2" =1'-0" SCALE: 3/4" =1'-0" 41 tL 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 ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER PLAN FOR NAILING SPECS ROOF DECK - SEE SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES VALLEY FRAMING FRAMING DETAILS FORGLUED AND NAILED AT 6" O.C. DTL. ADDITONAL INFORMATION (2) LAYERS OF 3/4" CDX PLYWOOD GLUED AND NAILED AT 6" O.C. rr, „ STAGGERED (TYP. ARCHED RAFTER) NOTE: PRE -ENG. COMMON TRUSSES MAY BE USED ILO. CURVED TRUSS HEADER (SEE PLAN) SEE FRONT ELEVATION SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" Z O w "t dN" PROVIDE STANDARD HOOK .,�` • . de•`.�° rri Z Z (1) #5 IN TIE BEAM � /a 4 bdZ < U_ NAIL SCAB TO TOP CHORD m _ _ Ott ., J mi Q WITH (4) 0.131 x 3 1/4 NAILS : - — — -- W = ®-�- — • M 0 0J� Q ADD 2x4 VERTICAL SCAB IN I - — — — — — — — > �rrr •,'�10` EACH TRUSS IF NO WEB IS I r� ee•e�� °� L PRESENT II (1) #5 BAR IN PRECAST LINTEL (3) 0.131" x 3 1/4" NAILS TYPICAL (2) #5's VERTICAL IN J � AT EACH TRUSS W GROUT FILLED CELL CL 2x4 'X' BRACE ACROSS LENGTH II I z O OF SHEARWALL > II (1) #5 VERTICAL IN g U GROUT FILLED CELL (IF W 0 W NAIL SCAB TO PLATE WITH Z udq, iH REQ- D PER PLAN) w (3) 0.131" x 3 1/4" TOE NAILSI I ENTIRE COLUMN TO U) M o II I I BE GROUT FILLED 2x4 BLOCKING BETWEEN w 0 . TRUSSES TOENAILED TO I SEE PLAN a~ 0 _. wD DOUBLE TOP PLATEQ WITH I - 0.131 x3 1/4" a'NAILS 4 0. C. z U 0 TRUSS (AS NOTED) 0 il'i''IIIII DBL TOP PLATE Z,�"�� U NOTE: ALL HOOKS AND SPLICES TO BE O FRAMED WALL v) CONSTRUCTED AND SIZED PER NOTES 0 � O (6 D01 VERTICAL REINFORCING w W01 CONNECTION OF PERP. DETAIL SCALE: 3/4"=1'-0 SHEARWALL TO TRUSS SCALE:3/4"=1'-0" z ROOF SHINGLES: ROOF TILES: 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS 2. SECURE W/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING 26 GA. GALV. FLASHING: 1. G-90 GALV. COATING 2. MEETS ASTM A527 3. REGULAR POLYESTER 4. 1.0/0.5 MIL w/ PRIMER 5. MIN. THICKNESS 0.0187 IN. 6. CHROMATE TREATMENT ter. END 2X BLK'G. TO FOR WINDOW TYPE r/ �/ I I HURRICANE ANCHOR AT EACH 2x w/(2) 16d ' �✓ 2X4 SPF CONT. O.S.B. w/ (2) TOE NAILS r, r / TRUSS (REFER TO ROOF PLAN) BLOCKING ATTACH TO .. NOTE: ROOF SHEATHING MUST —. 8d EACH END EACH END 7/16" O.S.B. � , rr � O 2X STUDS @ 16" O.C. FOR KNEE WALL 7/16" OSB W/ (2) 8d NAILS 2x4 SPF CONT. EA. SIDE NOTE: USE SIMPSON H3, ; , r,� BE APPLIED AND FASTENED TO , BLOCKING ATTACH H4 OR H5 AT EACH END �' �� BASE TRUSS PER PLANS BEFORE ll �I I ELEVATION VARIES 7/16" OSB EA. SIDE, W/ TO 7/16" OSB w/ (2) 2X BLK'G. TO OF TRUSS/RAFTER i ' a , r' PRE ENGINEERED ROOF DORMER FRAMING IS INSTALLED. Q LSTA18 @ 32" O.C. STUD TO PRE -ENG TOP OF MASONRY 6d NAILS @ 16" O.C. TO 8d NAILS O.S.B. w/ 2) ,�� 'r TRUSS BELOW TRUSS SLIT ROOF SHEATHING FOR SIDE & TOP NAILER END VIEW 8d EACH�ND (TYPICAL) '�� '' r '� 7/16" OSB EACH SIDE, ,ir r, STRAP. PRE -ENG. WD J ALUM. DRIP EDGE w/ 6d NAILS P(u—� 16" O.C. ` ' r 2X4 WD STUD CRIPPLE 2X BUCKS, SEE TO SIDE & TOP NAILER ,��i' „ e� r %, cO CONT. ROOF SHEATHING NAIL PER TRUSS, 24" O.C. 2x CONT. SUBFASCIA MD04FOR MORE INFO. ,��, � f, 2x BUCKS, END VIEW 2x4 PLATES OVER ROOF / �, AT 16 O.C. PLAN R-30 INSULATION DECK - SEE DETAIL BELOW r VENTED ALUM. SOFFIT FOR FASTENING SPECS ' DOUBLE TOP PLATE � PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE BELOW AND CONNECT w/ HTS20 @ 32" TIE -BEAM (1) #5 4F01 ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM O.C. SOLID GROUT WOOD FRAME & CMU SCALE: 1/2"=1'-0" PLATE CONN. DETAIL SCALE: 3/4"=1'-0" PRECAST CONC. OR POWERS REFER TO ELEV. W STEEL SILL TYP. @ ALL FOR OVERHANG WINDOWS WINDOW PER IF A/C IS SUSPENDED FROM TOP FLOOR PLAN PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING CHIMNEY CAP "--- - FLUE AND FRAME REQUIRED @ TOP CHORD. THER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 TEXTURED (1) SPH4 EVERY O 1/2" G.W.B.-0VER VAPOR' CEMTITUOUS FINISH, COMPANY SEE SPEC.'S PLAN " " STANDARD TRUSS BARRIER W/ R4.1 INSUL 1/2" MIN. THK. ON O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES BETWEEN 3/4" P.T. VERTICAL CMU TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" FURRING @ 24" O.C. OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD n TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF �— SHOWN FOR CLARITY 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING CONC. SLAB - 8x8x16 CONC BLOCK 2X4 VERTICAL @24" O.C. SEE FOUNDATION MAX. PROVIDE (4) 10d NAILS — — __._ — — 2x4 #2 SYP CROSS PLAN FOR MORE BRACING (AT 45°) W/ INFO I�a TO BOTTOM CH & (3) 10d + + 2x4 #2 SYP RAT RUN I I MAIN FLOOR NAILS TO TOP CHORD + TOP AND BOTTOM MIN (3) 12d NAILS TO RAT (2) BAYS PAST A/C I A/C UNIT AND PAN I RUNS. TYP EACH SIDE ELEV 0'-0"' LOCATION. MIN (3) BAY MIN. 24" I BY SUPPLIER I MIN. 24" ..� --- (4) 16d COMMONS NAILED @EACH END CONDENSATE LAP W/ (2) 16d NAILS MAX 48" MAX 48" I I DISPOSAL BY A/C TO EACH TRUSS. TYP I—I I —I I I IA 11- GALV. FLASHING *++ EACH SIDE I I SUPPLIER III II 11711 � ' CONNECTION TO BE I I= + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i— _— _— _— _— — _— _— _— — — --'`^J SUPPLIED BY A/C 11- 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS — COMPANY # -' COMMONS END NAILED TO VERTICAL 2X4's BOTTOM CHORD G SEE SHEET SD1 gui� + + (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS S + + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH Z)At4 ORO (6, -Moi CHIMNEY PRE-ENGINEEREDTRUSST1301 A/C IN TRUSS 11 END S0 TYPICAL WALL SECTION f,,,F,�` FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" CMU WALL -SINGLE STORY SCALE: 3/4" = 1'-0" �j 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. 0 �Fgt W W 06 0 z a! 1 � J c L.L 0 0 1z W ¢� J z z �- W 0 � V � i v W 1 � B i D A i A ROOF SHINGLES: ROOF TILES: 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS 2. SECURE W/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING 26 GA. GALV. FLASHING: 1. G-90 GALV. COATING 2. MEETS ASTM A527 3. REGULAR POLYESTER 4. 1.0/0.5 MIL w/ PRIMER 5. MIN. THICKNESS 0.0187 IN. 6. CHROMATE TREATMENT ter. END 2X BLK'G. TO FOR WINDOW TYPE r/ �/ I I HURRICANE ANCHOR AT EACH 2x w/(2) 16d ' �✓ 2X4 SPF CONT. O.S.B. w/ (2) TOE NAILS r, r / TRUSS (REFER TO ROOF PLAN) BLOCKING ATTACH TO .. NOTE: ROOF SHEATHING MUST —. 8d EACH END EACH END 7/16" O.S.B. � , rr � O 2X STUDS @ 16" O.C. FOR KNEE WALL 7/16" OSB W/ (2) 8d NAILS 2x4 SPF CONT. EA. SIDE NOTE: USE SIMPSON H3, ; , r,� BE APPLIED AND FASTENED TO , BLOCKING ATTACH H4 OR H5 AT EACH END �' �� BASE TRUSS PER PLANS BEFORE ll �I I ELEVATION VARIES 7/16" OSB EA. SIDE, W/ TO 7/16" OSB w/ (2) 2X BLK'G. TO OF TRUSS/RAFTER i ' a , r' PRE ENGINEERED ROOF DORMER FRAMING IS INSTALLED. Q LSTA18 @ 32" O.C. STUD TO PRE -ENG TOP OF MASONRY 6d NAILS @ 16" O.C. TO 8d NAILS O.S.B. w/ 2) ,�� 'r TRUSS BELOW TRUSS SLIT ROOF SHEATHING FOR SIDE & TOP NAILER END VIEW 8d EACH�ND (TYPICAL) '�� '' r '� 7/16" OSB EACH SIDE, ,ir r, STRAP. PRE -ENG. WD J ALUM. DRIP EDGE w/ 6d NAILS P(u—� 16" O.C. ` ' r 2X4 WD STUD CRIPPLE 2X BUCKS, SEE TO SIDE & TOP NAILER ,��i' „ e� r %, cO CONT. ROOF SHEATHING NAIL PER TRUSS, 24" O.C. 2x CONT. SUBFASCIA MD04FOR MORE INFO. ,��, � f, 2x BUCKS, END VIEW 2x4 PLATES OVER ROOF / �, AT 16 O.C. PLAN R-30 INSULATION DECK - SEE DETAIL BELOW r VENTED ALUM. SOFFIT FOR FASTENING SPECS ' DOUBLE TOP PLATE � PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE BELOW AND CONNECT w/ HTS20 @ 32" TIE -BEAM (1) #5 4F01 ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM O.C. SOLID GROUT WOOD FRAME & CMU SCALE: 1/2"=1'-0" PLATE CONN. DETAIL SCALE: 3/4"=1'-0" PRECAST CONC. OR POWERS REFER TO ELEV. W STEEL SILL TYP. @ ALL FOR OVERHANG WINDOWS WINDOW PER IF A/C IS SUSPENDED FROM TOP FLOOR PLAN PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING CHIMNEY CAP "--- - FLUE AND FRAME REQUIRED @ TOP CHORD. THER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 TEXTURED (1) SPH4 EVERY O 1/2" G.W.B.-0VER VAPOR' CEMTITUOUS FINISH, COMPANY SEE SPEC.'S PLAN " " STANDARD TRUSS BARRIER W/ R4.1 INSUL 1/2" MIN. THK. ON O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES BETWEEN 3/4" P.T. VERTICAL CMU TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" FURRING @ 24" O.C. OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD n TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF �— SHOWN FOR CLARITY 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING CONC. SLAB - 8x8x16 CONC BLOCK 2X4 VERTICAL @24" O.C. SEE FOUNDATION MAX. PROVIDE (4) 10d NAILS — — __._ — — 2x4 #2 SYP CROSS PLAN FOR MORE BRACING (AT 45°) W/ INFO I�a TO BOTTOM CH & (3) 10d + + 2x4 #2 SYP RAT RUN I I MAIN FLOOR NAILS TO TOP CHORD + TOP AND BOTTOM MIN (3) 12d NAILS TO RAT (2) BAYS PAST A/C I A/C UNIT AND PAN I RUNS. TYP EACH SIDE ELEV 0'-0"' LOCATION. MIN (3) BAY MIN. 24" I BY SUPPLIER I MIN. 24" ..� --- (4) 16d COMMONS NAILED @EACH END CONDENSATE LAP W/ (2) 16d NAILS MAX 48" MAX 48" I I DISPOSAL BY A/C TO EACH TRUSS. TYP I—I I —I I I IA 11- GALV. FLASHING *++ EACH SIDE I I SUPPLIER III II 11711 � ' CONNECTION TO BE I I= + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i— _— _— _— _— — _— _— _— — — --'`^J SUPPLIED BY A/C 11- 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS — COMPANY # -' COMMONS END NAILED TO VERTICAL 2X4's BOTTOM CHORD G SEE SHEET SD1 gui� + + (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS S + + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH Z)At4 ORO (6, -Moi CHIMNEY PRE-ENGINEEREDTRUSST1301 A/C IN TRUSS 11 END S0 TYPICAL WALL SECTION f,,,F,�` FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" CMU WALL -SINGLE STORY SCALE: 3/4" = 1'-0" �j 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. 0 �Fgt W W 06 0 z a! 1 � J c L.L 0 0 1z W ¢� J z z �- W 0 � V � i v W 1 � SD2 i i o U z 11 0 N � I Z 0 O co - LLI � Q Lin 0 1 0000 LO (Y N m V0 Uj LL 0 — )W 0 H H > a. STRUCTURAL ENG: CFG / BAD ( DRAFTING. -STRUCT: BM - -- QC CHECK: --CC JOB No. TM - 2150449 - SCALE: - - AS INDICATED DATE: 05/21/2015 SD2 SIN DIA BE) PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 16 NAILS GABLI TRUSS TO PLT.@12" 0. MAX. CMU WALL C LINTEL BELC SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMHbUN AZ3 L LAUN 3RACE TO PLATE 1/2" J -BOLTS w/ WASHERS (MIN. 6" EMBED) MIN. 6" FROM EACH END AND 32" O.C. MAX. HGA10KT @ 32" O.C. TIE BEAM COURSE w/ (1) #5 CONT. CMU WALL CONNECTION CIRADCn KI Uf--A d!1 OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. FRAME WALL CONNECTION A35 DIAGONAL TO TRUSS BOT. CHORD 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. FRAMING FOR FALSE _ BEAM, IF REQ'D 2x4 STUDS @ 24" O.C. w/ SINGLE BASE & TOP PLATE VERIFY IF w/ PLYWOOD SHEATHING FALSE BEAM COVERING IS REQ'D 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" = T-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 (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ — 48" O.C. FOR FIRST 3 BAYS SIMPSON H10A DIAGONAL TO BLOCKING ---� REFER TO PLANS FOR ,�— EXACT SIZE OF O.H. V-4" MAX. 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 SEE PLAN FOR SUPPORT �J AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** 2x4 OUTLOOKERS @ 24"o.c. MAX. SHEATHING PER PLAN ATTACH PER \ NAILING SCHEDULE END NAII PA OUTLOOKER W/(2)16d N I S TO TRUSS PRE -ENG. ROOF TRUSS 2'-0" MAX. DBL, 2X8 TOP PLT. — 2X8's@16" O.C. (TYP.) —� 1'-9" MAX. /2" GYP. BOARD CEILING NAILER AS REQ'D. 1/2" GYP. BOARD ON PT. FURRING 2X4 BLOCKING@EA. OUTLOOKER (ROOF SHEATHING SPAN TO BE 2'-0" MAX.) END NAIL W/(2)16d NAILS EA. END (2)16d NAILS PLT. TO STUD TOP & BOTTOM(TYP.) (END NAIL PLTS. TO STUD) -SIMPSON H-10(TYP.) --2X FACIA, END NAIL W/(2)16d NAILS@EA. OUTLOOKER HOLD WALL DOWN 3-1/2" FOR OUTLOOKERS SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THK. - 1/2" x 8" J -BOLT @ 32" O.C. AND 6" FROM EACH END w/ NUT & WASHER -CMU WALL BELOW -MSTAM-24 TYP. EACH SIDE OF EACH STUD. REFER TO WALL SPLICE DETAIL FOR FLASHING REQUIREMENTS (MSTA M -12's MAY BE USED AT ENDS WHERE HEIGHT IS LIMITED) NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOTA DIAPHRAGM GE04 GABLE END VAULTED VAULTED CEILING SCALE: 3/4" =1'-0" 2X4 ATTACHED TO EA. GABLE ROOF SHEATHING 2x4 BLOCKING (2) 12d NAILS, PER PLAN TOENAILED @ EACH END.AT 24" O.C. FW— Q 2x4 #2 SYP OCKING @ TRUSS PER PLAN 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS @ EACH END BRACE TO LEDGER DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d J 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP Q TRUSS TRUSS @ EACH WEB PLATE Z DTC CLIP, (2) 8d NAILS INTO DOUBLE TOP PLATE w g � BLOCKING, (2) 1/4"x 2 3/4" ELEXTERIOR SHEATHING. MASONRY WALL ----'—% TAPCONS IN CMU. OR w Of Z OR LINTEL SEE a SIMPSON META16 ATTACH PER PLAN FROM I O PLAN TOP OF WALL TO BOTTOM p 17-- 2x8 - 2x8 #2 SPF STUDS AT 16" O.C. 0 CL STD CONDITION CMU MASONRY WALL � 2x8 #2 SYP PT. BASE PLATE W/ (, OR LINTEL SEE 1/2'x8" ANCHOR BOLT OR TITEN z PLAN + HD @ 32" O.C. & 6" FROM EACH F5 W END m C) Q 0 VAULTED CONDITION @ CMU o SIMPSON DTC, (2) 8d NAILS LL INTO BLOCKING, (4) 8d NAILS 0 TO TOP PLATE N j DTC CLIP, (2) 8d NAL INTO LU W BLOCKING, (2) 1/4"x 2 3/4" I— TAPCONS IN CMU. OR 0 O TRUSS TRUSS SIMPSON META16 O w z 2x4 SYP #2 BLOCKING, @ 24" O.C. 9111111/ CD a N w!(2) 12d END NAILS @EACH END. TRUSS PER PLAN '��ri W tib`` • , ••••••** V �IZ Z WALL SHEATHING PER PLAN •'•. LAY 2X4 BLOCKING OVER THE L6. �.. �r•, U LINTEL PER PLAN d TOP OF THE BOTTOM CHORD. P` 0A ATTACH w/ 2 1Od NAILS • M®o Q 2x WALL, SEE PLAN :` O @ • 00 _j tN EACH TRUSS Ci a Z '< � IY O CONDITION CMU WALL •.®� STD CONDITION FRAME WALL BEARING CO @ LLI :5 cONTRACTORTOFIELDVERIFYWHICH JF06 NON-BEARING WALL CLIP DETAIL O CONDITION I RE UIRED. CONTACT EOR 7 SCALE: 3/4 1'-0" FOR ADDITIONAL INFO AS REQ'D 1i z M / :ra o w o IL U Q o O _ �. , LL 2x6 COLLAR TIE HALF WAY UP igi1u� U HEIGHT OF VALLEY. FASTEN w/ (5) zz y ' 10d COMMON NAILS @ EACH END`S (TYP.) > CC) O ATTACH 2x6 RAFTER TO 2x8� I IL RIDGE BOARD WITH A35 ON Ld ONE SIDE OF RAFTER. I 2X8 RIDGE ATTACH A35 ON ADJACENT I BOARD I U RAFTER TO OPPOSITE SIDE (AS SHOWN) rr� FASTEN SYP OR SPF 2X6 (MIN. WIDTH) vJ Z PLATE THRU O.S.B SHEATHING Q (� C1 (THICKNESS PER PLAN) TO �F� W S 8 PRE-ENGINEERED TRUSS BELOW WITH O Q .6 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 ��' z S PLATE TO TOP CHORD OF EACH TRUSS JP O r BELOW Q W (D 0 24's @ 24" O.C. MAX. jJ _ U) FASTEN CONVENTIONAL 2x VALLEY RAFTER I– Q Z FRAMING (OR PRE-ENGINEERED VALLEY H �/ 0TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 LJ. U cc 16 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT UJ W Q �. EACH RAFTER TO PLATE CONNECTION z W Z z �� J O o w U L. Q W CF01 FIELD FRAMED o = .IJ L, 7!RACING CHART 1 R GABLE BRACING +) UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H -1- 7'-0" (1) 2X4 BRACE 7'-0" < H :!r= 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H --14'-O" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2X4 BRACE 2X4 BRACE IF REQUIRED SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2X4 BRACE IF i REQUIRED, SEE x CHART A -A GABLE VERTICAL BRACING VALLEY DETAIL SCALE: 3/4 =1'-0" NOTE: /iy ALL GABLE BRACING IS TO BE SYP#2 OR BETTER G GABLE END @ FLAT CEILING (GE02 GABLE BRACING 4FO9 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =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. �UILb/N�, SANFoRD J I°�1`'`� NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED ADDITIONAL KINGS AS REQUIRED 2x CRIPPLES @ 16" o.c. w/ SIMPSON SP2 TYP. TOP AND SEE SCHEDULE BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE 1 �' 2 -ROWS 12d NAILS STAGGERED t @ 12" O.C. EACH FACE OR WHEN STUD LENGTH IS 3 -ROWS 12d NAILS STAGGERED LESS THAN 12" USE 1 @ 12" O.C. FOR 2x10 OR LSTA30 STRAPS AT EACH ) GREATER HEADER STUD WRAPPED OVER 1 V TOP PLATE & NAILED TO 1 HEADER EACH SIDE w/ Y Z (11) 10d NAILS DOUBLE 2x SYP #2 w/ 1/2" J 0 1 II I FLITCH PLATE HEADER (U.N.O.), ATTACH JAMB STUDS 1 SEE HEADER SCHEDULE FOR PER WF08/SD4 W) CONNECTION INFORMATION ] FILLING AND BLOCKING AS DOUBLE 2x CRIPPLE ( _ 0 REQUIRED FASTENED TO STUD TYPICAL 1 _ (A Q W 1 HEADER w/ (2) ROWS OF 12d (U.N.O.) 1 @ 16" O.C. UNLESS NOTED LO 1 0000 I OTHERWISE ] �2 1 2x STUDS TYP. 04 11/2" THREADED ROD EACH SIDE OF 0 0 J HEADER (CENTERED Win TOP PLATE V_OR 6" FROM JAMB STUDS) w/ MIN 6" Uj LL _ 1 EMBEDMENT INTO FOUNDATION ONLY �-� 0 - @ BRG WALL LOCATIONS W/ UPLIFT 2w Op�Op C Q H FN R PT BOTTOM PLATE NOTE: /iy ALL GABLE BRACING IS TO BE SYP#2 OR BETTER G GABLE END @ FLAT CEILING (GE02 GABLE BRACING 4FO9 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =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. �UILb/N�, SANFoRD J I°�1`'`� C � V Y Z J 0 II _ CV W) ] c Z J 0 _ 0 J _ (A Q W LO 0 0000 ] �2 04 0 0 J ZLl Uj LL _ �-� 0 - 2w C Q H F- 0 o� 13- C STRUCTURAL ENG: CFG / BAD J i DRAFTING: 7-STRUCT: BM QC CHECK: CC C JOB No. TM - 2150449 SCALE: AS INDICATED DATE: 05/21/2015 U (D O NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3 O.C. 3/8' SHEATHING PER 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ 2 1/4" 2x DBL TOP w X 4'/z" SIMPSON SDS SCREWS @ 16" O.C. MAX. 2 PLATE BEYOND MIN. 1%2" SHEATHING W z PLAN ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/2' oO T Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. CONNECTION PER PLAN � SIMPSON SDS SCREWS @ 16" O.C. MAX. - - - - - _- - - _- - - - - /--Tl-- Uj = Q NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS °I IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 — — 6— — TT 1I -IT — IT-a co SPACING LEDGER 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 PLANS EXTERIOR WALLII I I I I II I I II Q5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2 A 1/2" OR TRUSS III - - -- _ -- _ -- — — @ 3" O.C. 2X12 BOX HDR w/ 2x8's TOP &BOT., WALL o FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 III III I I I I I I I I ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d TO 2X12 AT WALL TO BE FASTENED TO `r SHEATHING III III I I I I I ( ( SPLICE, SEE -- COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM A 1/2" PRECAST LINTEL w/ (2)ROWS STAGGERED z 12 2x4 SYP #2 OR PRE-ENGINEERED W ROOF TRUSSES @ 24" O.C. MAX. III OPENING III II II 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. p SEE PLAN DESIGNED FOR SHINGLE ONLY III III II 4 II II MAX 1/8" SPACE = W MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL SEE V) III 3 III I II II II BETWEEN J PLAN w Z ROOF SHEATHING ATTACHED PER PANELS NOTE: NAILING SCHEDULE III TYP. III II II II I I � 00 EXTERIOR SHEATHING III AROUND III I I I I I I 2x STUDS BEYOND, F_ _j 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT i O o- OPENING SEE PLAN FOR af LL RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT STUD TRANSOM SLOPE AS REQ'D U SIMPSON III III I I I I I I I I MORE INFO O � O AS NOTED ON PLANS. SHEATHING SPLICE, WINDOWS SEE i O H3 CLIP (4) 10d NAILS FOR CONY. (II III II II I II W Z cn i z C) FRAMED MEMBERS ONLY TI _7I- W z � BETWEEN EXTERIOR PLAN 0 II I I 11 1 I I I I I I I I I I( 11 c=n ¢ Ix O_ SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING & BLOCKING i i 2X6 P.T. SYP. #2 CONT. w/ (2) J II I I I I I I III ( I I I I I I I I o= O~ STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS GYPSUM i i 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS _� cn H O 1/4" X 4 TAPCONS @ 16 O.C. m PRE-ENGINEERED ROOF I_IL — =1L ISL �1_ _1� _ �� O ,L m REQUIRED BETWEEN STUDS. WALLBOARD _ _ _ _ _ JOINT, MAX. SPACED EVENLY VERTICALLY Q cn O N LINTEL SEE p ----------- PLAN • TRUSSES 24" O.C. MAX. U- O 1/8" GAP 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ FLOOR SYSTEM O 4'-0" MAX (2) 1/4' X 4/z SIMPSON SDS SCREWS @ 16 O.C. MAX. ------ 7 — z-- (r NAILING PER O ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/z' SCHEDULE PKT SGD .- U SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2x BOTTOM PLATE 2X4 BLOCKING ATTACH PER MANUF. SPEC'S 2X8 P.T. SYP. #2 TOP & o IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 BEYOND SEE PLAN @ N OPENING SIZE PLACED FLATWISE BOTTOM w/ 10d NAILS LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3' O.C. TO 2x6 VERTICALS EACH END W W SHEATHING SPLICE DETAILPOCKET „� � (SDO1 SHED ROOF DETAIL41=1 EXTERIOR SHEATHING ATTACHMENT (PS01 HEADER SECTION OC 0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SGD W/ TRANSOM SCALE: 3/4" =1'-0" z O W p � NOTES: �`� `s.°°� AIS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN+ + �� s° °•.° s� W o 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF FSE LAST LAMINATION + * � ° � �6 °°; P� s � Q Z NOTE: 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) Q U PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" EDGE DISTANCE . J Q° J PIPE OR DUCT W/ PENETRATION PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's 2x4 #2 SYP BLOCKING ,� hm, r'o - < OF MORE THAN 50% OF TOP LEAST 8'-0" LONG. TYP. PER ETAIL SEE TRUSS PLAN 24'' O.C. w/ 3 12d A PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d 3" O.C. TO BLOCK OUT TOP PLATE N ( ) @ ATTACH W/ 2 10d NAILS O.C.kf FOR MORE INFO � � °° � � ,. J PSPN516Z W/ 12 16d NAILS TYP. O 2" EDGE 3' EDGEk f 5" EDGE ALONG w/ NAILS @ EA. END �' °" °�✓ �e J 0O TOP &BOT. ( ) (SOLID BLOCK w/ 2x6) 11 11 CONNECTORS �i •• ••• * �S �� LL. 2x4 STUDS PER DOUBLE 2X4 TOP PLATE23 w 10d x 3" + ++ + + II ` DOUBLE 10d @ 3" O.C._-10d x 3" - + + + + FRAMING PLAN 60 TOP SPLICE COMMON O @ _ 2x8 #2 SPF VERTICAL W o p p z w z 4" 4 24" O,C. w/ EXTERIOR d w 3" w w v � � ¢ @ SHEATHING & 4 12d 2 2x4 #2 SYP P.T. EACH TRUSS w/ ( ) M/N - - a CL (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING st „ti1 u� Ln 5.. 10d x 3"� 4 1/2' Wo O p 8 cn TOENAILS INTO OTHER TRUSS 2x8 w/ 2 10d NAILS I� /N 2x4 BEYOND AGAINST COMMON a @ EACH VERTICAL Q li y co 2x8 STUDS u, C6 o CO_1 Od x 3' Z z N (� TRANSOM BETWEEN LINTELS • TOP SPLICE COMMON z z z W o v v w SEE PLAN FOR Ift^ 0 i z ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP z OPP, SIDE < Q LINTEL INFO SLOPE AS REQ'D < 0 O PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON DOUBLE 2X8 v I I o) I I � I I z 10d x 3 _ o EA. SIDE TYP. AT ALL EA. SIDE) TYP. AT ALL ¢ d _ OPP, SIDE 2x6 #2 SYP P.T. CONT. w/ (2) U TOP PLATE _ EXTERIOR CONDITIONS EXTERIOR CONDITIONS ;- O 1/4 x 3 1/2 TAPCONS @ 12 LLr 2x8 STUDS PER COMMON O.C. SPACED EVENLY O �*( U FRAMING PLAN • VERTICALLY z z BOTTOM SPLICE O OVER STUD TOP PLATE TRANSITION OPP: SIDE CL DISTANCE PER PKT. SGD 2x6 DETAIL ATTACHMENT BY Vis? Q® (2) 2X4's (2) 2X6's (2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d O Z 2 2X COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS TIP. BRIG WALL TOP PLATE SPLICE ( ) STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X�S � 4FO (WFO 2x BUILT-UP STUD„-(3) or (4) 2x COLUMN W SCALE: 3/4 -1-0 �, _ , �. PS02 SECTION AT POCKET COLUMN D ETA I L SCALE. 3/4 -1-0 SCALE: 3/4” =1'-0" U SLIDER SEE ROOF SHEATHING, p Z 2 2x TOP PLATE J 0 t STRUCTURAL SHEATHING � O x x � ATTACHED PER NAILING PLAN NAIL PER PLAN x x SCHEDULE DOUBLE TOP PLATE LL. Q W �$ (2) 2x BUILT-UP COL. z2x BLOCKING w/ (2) 12d 2X4 #2 SPF O oZS F SIMPSON SP4 OR •. SP2 @ EACH STUD z 0 ` 1 — 2x4 #2 SYP CONT. w/ (2) 16d NAILS @ EACH END BLOCKING @ Q W,3� y COMMON NAILS EACH STUD ORL a gj SIMPSON LSTA30 w/ 24" O.C.w/ (2) UO 0 TRUSS MEMBER, TYP. (MAX.24" w 16d END NAILS PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER O.C.). IF MASONRY, USE (2) 1/4 U EACH END W ROOF TRUSS -SEE CONDITIONS STRAP v TAPCONS w/ MIN. 2" EXTERIOR SHEATHING z FRAMING PLAN FOR AROUND TALLER STUD) z EMBEDMENT @ 24" O.C. NAIL PER PLAN SPACING t�4 0 PRE-ENGINEERED ROOF TRUSS - TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR w¢ •�F- CONNECTION MORE BRIG. WALL INFO x x U W XX_ z W Z�� WOOD/MASONRY WALL OR TRUSS, 2X BRIG WALL, 2x TOP PLA WALL, SEE PLAN (I @ Q J LU O TE q. 2X8.#2 SPF VERTICAL 24 O.C. D I— SEE PLAN FOR STUD SIZE & SPACING. MIN '2 2x UNDER GIRDER DOUBLE 2x BLOCKING w/ SEE WF06/SD3MIN EXTERIOR O (4) 12d NAILS @ EACH END FOR MORE ATTACHED PER NAILING RING 0 TRUSS U.N.O. V (LD02 LEDGER AT LOW ROOF SCHEDULE END (4) 12d NAILS Q W SIMPSON LSTA24 INFOR @ TOP & BOTTOM z _ _ SCALE: 3/4" =1'-0" EACH STUD p 2X BRIG WALL, SEE PLAN 2x8 w/ (2) 10d NAILS w eq FOR STUD SIZE &SPACING. LINTEL SEE @ EACH VERTICAL n0. MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP PLAN — 2 TRUSS U.N.O. SEE PLAN FOR w/ (2) ROWS OF 10d NAILS •' PKT SGD ATTACHEDMENT z 0 PT POST (AS NOTED) CONNECTION STAGGERED @ 8" O.C. T=TBY BUILDER � CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS O INDICATED ON BEAM SCHEDULE, IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS F1 SECTION AT DOUBLE BEARING F1 WALL STEP BEARING PSSECTION AT POCKET O3 Z ° NOT REQUIRED. SLIDER R SCALE: 3/4" =1'-0" W Z D C O EXTERIOR BEAM AS NOTED SCALE: 3/4" = 1'-0" FRAME WALL SCALE: 3/4" =1'-0" SL1 G HTS20 CLIP FROM POST TO BEAM N LAP BEAM PLYS AND NAIL AS SHOWN A z Z (5) 0.131 x 3 1/4" NAILS PER PLY Ia- Z J O 0 HTS20 CLIP FROM POST TO BEAM 2co.. o H Q W < ROOF SHEATHING, FR< ROOF SHEATHING, 0 i EXTERIOR BEAM AS NOTED qA qp PLAN VIEW TOP OF POST TR�Ss FASTEN PER PLAN TR�Ss FASTEN PER PLAN 0000 O + 2x8 TO UNDER SIDE 0 2x4 FRAMING @ 24 O.C. 2x4 FRAMING @ 24" O.C. �y PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING m LEDGER LEDGER + + cn 0 J Z PROVIDE (4)10d x 3" NAILSATJOINT x 3 + + p W � 0 LL MINIMUM W 0 ABU POST NAILS AT JOINT Q _ BASE (AS NOTED) 10d NAILS @ 4" O.C. ; 2X6 FACIA 10d NAILS @ 4" O.C. ; 2X6 FACIA W 0 �Q 1�21— e � 5/8" THREADED ROD w/ PER-ENG TRUSSES PER-ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL @ o' PER PLAN PER PLAN MORE INFO AND o: NUT SET IN ADHESIVE SP4 TO EACH OVERHANG SHEATHING ATTACHED � TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION CONNECTION (2) 8d TOE NAILS ` .. °U)STRUCTURAL ENG: CFG /BAD PER PLAN TO LEDGER PER PLAN TO LEDGER PER NAILING SCHEDULE & (4) 12d NAILS EACH Q DRAFTING: ° 11 a 2X4 PT LEDGER W/ TRUSS MEMBER F- SEE FOUNDATION 2X4 PT LEDGER w/ (2) 1 i / PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4"' TAPCONS 2x FRAME WALL PER PLAN 16d NAILS 16 O.C. •^ W-STRUCT: BM �� @ �@ " LINTEL SEE PLAN p - - ---- --_ - ----- \ INFO 12 O.C. 0 QC CHECK: CC - \ PKT SGD ATTACHMENT W 2x8 w/ (2) 10d NAILS @ � JOB No. TM - 2150449 `�--� CONDITION @CMU WALL CONDITION @FRAME WALL BY BUILDER EACH VERTICAL z SCALE: AS INDICATED SIDE VIEW @ BASE OF POST � ~ DATE: 05/21/2015 (CDO1 CORNER COLUMN FRAMING 41711 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" 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. 3/4" SHEATHING 26 GA. GALV. FLASHING: TYP. (U.N.O.) SHEATHING PER PLAN 2x4 #2 SYP BLOCKING ATTACH PER NAILING @ 48" O.C. W/ (2) 12d SCHEDULE TOENAILS EACH END 2x STUDS @ 16" O.C. SEE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. AGAINST TRUSS REGULAR POLYESTER VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR W/(3)12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, END STUDS @ 16" O.C. W/ (2) 16d 5. NAILS @ EACH END SEE SYS. 42 FLOOR CONNECTOR SCHEDULE FOR TRUSSES @ 24" CONNECTION O.C. (MAX) O.S.B. TO OVERLAP SILL •" • • �� , • PLATE 1 1/4" (MIN.) 1/2" GYP. CLG BD OR EXTERIOR (2) 5/8" TYPE "X" WHEN 8d NAILS @ 3" O.C. WALL IN GARAGE SHEATHING TO BOTTOM THE STRUCTURAL PLANS OR WHEN THE • • � PLATE FLOOR TRUSS, CONTRACTOR 2X4 PT SILL PLT. IF KNEEWALL 8" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. S 1 2 -STORY CONNECTION @ PARALLEL WALL SCALE: 3/4"=1'-0" STUDS @ 16" O.C. SEE PLAN 2x4 STUDS 116" O.C. F� SIMPSON LSTA30 STRAP 'y�FT EXT. FINISH SEE(MAX 10° ANGLE) W/ (22) 10d . 1/2" GYP. BOARD SHEATHING PER PLAN NAILS. BEND STRAP OVER SCHEDULE 3/4" SHEATHING TYP. WALL ATTACH PER NAILING PRE-ENGINEERED ROOF TOP PLATE MIN. 3", THEN (U.N.O. FOR LOCATION & SPACING 2x BOTTOM PLATE W/ 2x4 BOTTOM PLATE TRUSS - SEE FRAMING PLAN RUN DOWN FACE OF JAMB SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER ATTACH SHEATHING TO •• STUDS/ HEADER TRUSSES 124" O.C. FLOOR NAILING RIBBON BOARD WITH (2) EXTERIOR SHEATHING FROM / MAX. SCHEDULE ROWS 8d NAILS @ 3" O.C. : TOP OF WALL TO BOT. RIBBON, _ (4) 16d NAILS RIBBON STAGGER ROWS 1.5" TRUSS STRAP - FE NAIL PER PLAN --- TO EACH TRUSS SIMPSON FRAMING PLAN FOR ' • (2) 8d NAILS @ 3" o.c. ME _A16 AT ATTACH SHEATHING TO CONNECTIONS • : (2) 2X SILL AT WINDOW w/ 2x ; WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) ; ; CRIPPLE STUDS AT EACH END = = EACH TRUSS MTS12 AT WOOD NAILED TO STUD PACK w/ 10d NAILS !� 8d NAILS 3 O.C. STRUCTURAL COLUMN -- • ; @ 8" O.C. THEN STUDS @ 16" O.C. SEE CONNECTOR SEE PLAN FOR SIZE SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP ATTACH SILL w! (2) 10d TOENAILS ' ATTACH RIBBON TO AT EACH END OF SILL (MAX OPEN'G GYP. CLG. BD. ' CONNECTION EACH TRUSS w/ (4) STUDS PLATE WIDTH 4'-0"). USE A35 CLIP AT EACH 2x BOTTOM RIBBON V1/2"16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN RIGID INSUL. BETWEEN GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL 4' BUT LESS THAN 6' RIGBEARING DIRECTLY OR FRAME WALL ; • DECKING PER FLOOR � P.T. FURRING STRIPS ON SIMPSON MSTAM36 STRAP W/------". NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & ON MASONRY) SEE PLAN 811CMU (10) 10d TO STUDS & (8) 1/4" X '" (4) 1/4" X 2 1/4" TITENS IF FLOOR «• NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4" TITEN SCREWS TO FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, •' VS 1 2 -STORY CONNECTION S 1 2 STORY WALL CONNECTION LINTEL COURSE. ;; FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON USE SIMPSON MSTCM60 .. «• CONNECTION INFO.. MSTCM60 STRAP w/(20) 16d SINKERS & " @ CANTILEVER SCALE: 3/4" = V-0" STRAP14) 14' X/220/41 TAPCONS FOR +• 6d SINKERS & (14) A3 X 2 AP TITENS INSTEAD OF V. MSTA36 STRAP (IF TITENS ARE NOT IN 6 > N' TRUSSES 20" TO 26" DEEP . • LINTEL COURSE OR INTO FILLED CELL • • PERP. WALL ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) USE 1/4" X 1 3/4" TITENS) U.N.O. 4, 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX PLAN FOR FLOOR F 5. MIN. THICKNESS 0.0187 IN. SHEATHING SYSTEM INFO. 6. CHROMATE TREATMENT FOR MORE INFO. IF SHEATHING IS NOT PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. R-30 INSULATION TRUSS STRAP SEE ROOF PLAN BEARING SEE PLAN \"'--1/2" CEILING GYP. BD. ALUM, DRIP EDGE DBL. TOP PLATE 2x CONT. SUBFASCIA HDR, PER PLAN VENTED ALUM. SOFFIT WINDOW AS SCHEDULED TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THICKNESS MID -SPAN BLOCKING - U.N.O. R-11 BATT INSULATION - SEE DETAILS ABOVE FOR MORE INFO. BEARING SEE PLAN LINTEL AS PER PLAN WD. HD. HT. SEE PLAN WINDOW AS SCHEDULE[' PRE -CAST OR POWERS MIN 2x4 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO 1/2" GYP. BD. 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" O.S.B. FASTEN PER PLAN FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7116" OSB. ATTACH TO FLOOR TRUSS w! 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. FURRING w/ R-4.1 FOIL INSULATION TEXTURED CEMTITUOUS WOOD BASE BOARD FINISH, 1/2" MIN. I THICKNESS ON CMU 3-1/2" CONC. SLAB (2500 I p.s.i.) w/ 6x6 10/10 W.W.M. I OR FIBER REINF. CONC. ON 6 MIL. VAPOR BARRIER VERT. #5 IN FILLED CELL I FIN. FLR. iio •� SEE SHEET SD1 FOR FTG DETAILS GRADE FSO TYPICAL WALL SECTION 2 STORY CMU / FRAME SCALE: 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is c SCALE: 3/4" =1'-0" CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SEE PLAN z g W a a w SLOPE 6 F01� SECTION AT BALCONY -ENGINEERED TRUSS REFER TO ROOF PLAN FOR CONNECTIONS REFER TO PLAN FOR BUILT-UP COLUMN INFO — PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER REFER TO PLAN FOR BUILT-UP COLUMN INFO. AL BEARING WALL PER PLAN BEYOND COLUMNS 1/2" DIA. THREADED ROD WITHIN 6" FROM COLUMN- SEE BRIG WALL/ 2 -STORY WALL SECTION FOR MORE INFO. REFER TO FOUNDATION PLAN FOR FTG. INFORMATION 3-1/2" CONC. SLAB WWWI CLEAN COMPACTED POISON TREATED FILL 4so 2 -STORY COLUMN @ GIRDER SCALE: 3/4" =1'-0" :opyrighted and is the exclusive property of MONTA CONSUL SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. 2X4's 116" O.C. DOUBLE BOTTOM PLATE (2) H5 TO EACH FLOOR TRUSS, SLIT FLOOR DECKING TO GIRDER ACCOMODATE STRAP TRUSS PER R1 PLAN SEE TRUSS LAYOUT FOR HANGER • TRUSS PER PLAN 4s, WALL TO FLOOR TRUSS CONN. DETAIL SCALE: 3/4" =1'-0" TING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FL FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BE BEAM SEE PLAN GIRDER / COL. CONNECTION SO HEADER CONNECTION @ 2nd F L . HIGH BM . SCALE: 3/4" =1'-0" @ 2nd FLOOR HIGH BEAM SCALE: 3/4" = 1'-0" duplication, or transfer of these documents without the expressed, written consent of MONTA CONE SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d W X 1 1/2" @ 24" O.C. Q (2) 2x SPF TOP PLATE Q U.N.O. ON PLAN (2) 2X HEADER - SEE 2ND FLOOR PLAN FOR MIN. --- - - HEADER SfZE & REQ'D JAMB STUDS J Q H IF HEADER IS UPSET W AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) W Z 10d TOENAILS. 0 EXTERIOR HEADERS W OPENINGS LESS THAN O 4FT (1) 2x SILL PLATE w/ C) (2) 11 TOENAILS. Z U OPENING LARGER THAN 4FT (2) 2x SILL PLATE w/ 0 W A35 CLIPS EACH SIDE w/ Z) 2x CRIPPLES @ 16" O.C. Q w/ (2) 10d TOENAILS T&B p (PLYWOOD SHEATHING E REQ'D T&B) O — SEPARATE SHEATHING LL UNDER WINDOW o 0 SEE DETAIL WS11/SD5 N FOR MORE INFO = W LL O z `` ♦ 11'1I ��/ / CL o " 2 TOP & BOT. RIBBO,� ••,•••, �// N It 04. PROVIDE BLO . �• .. U BELOWJAMBSjj \.v~: b c) • *- o s ••. ,® J O SIMPSON LSTA30 w/ (22) 2 10d NAILS (MAY BE O ANGLED UP TO 10°) L) SOLID SHEATHING Z @ HEADER Q ri SIMPSON SP4 w/ (6) W>0 "ON _= z° 10dx11/2"@24"0.C. w O Z —.. o C)ICU -_� (2) 2x SPF TOP PLATELL. � 0'�C N z O (2) 2X HEADER - SEE 2ND FLOOR PLAN FOR MIN. > O err HEADER SIZE & REQ'D JAMB STUDS r DECKING PER FLOOR NAILING { SCHEDULE o F FLOOR TRUSS SEE FRAMING PLAN FOR CONNECTION INFO L C C F C SIMPSON LSTA30 w/ (11) 10d TO STUDS L ABOVE PLATE U.N.O. F F OOR GIRDER OR AM SEE PLAN C (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH CENTERED @ FLOOR W! (14) PER NAILING SCHEDULE 10d NAILS (2) SIMSON LSTA 18 STRAPS CENTERED @ ATTACH 2X STUDS W/ (4) 2X STUDS FLOOR W! (14) 10d NAILS (3) 2X STUDS (2) 16d NAILS 16' O.C. ATTACH 2X STUDS W/ (2) 16d NAILS @ 6" O.C. STANDARD CORNER A -A CALIFORNIA CORNER A -A F t VE A A C — 2X 2ND FLOOR STUDS SEE PLAN FOR MORE L INFO. (IF TITENS ARE NOT IN LINTEL ;; SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. •. (2) SIMPSON LSTA18 COURSE OR INTO FILLED CELL FOR MORE INFO STRAPS CENTERED @ USE 1/4" X 1 3/4" TITENS) U.N.O. • « ' " PLAN FOR FLOOR F 2nd FLOOR WALL; SEE PLAN PROVIDE BLOCKING �� SYSTEM INFO. NOTE: STRAPS CALLED OUT WITHIN THIS DETAIL ARE '" FOR MORE INFO. IF SHEATHING IS NOT BELOW JAMBS IF FLOOR •" • • �� , • ONLY REQUIRED WHEN INDICATED AS SUCH ON .�. • EXTERIOR CONTINUOUS TO BOTTOM OF TRUSS IS NOT PRESENT �� • • �� SHEATHING FINISH < THE STRUCTURAL PLANS OR WHEN THE • • � FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE MASONRY WALL STRUCTURAL SHEATHING IS NOT CONTINUOUS • • ATTACHED PER ' TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO NAILING SCHEDULE C FROM TOP OF WALL TO BOTTOM OF FLOOR ;; J C co Q LLF SYSTEM AND WHEN 3 OR MORE WINDOWS ARE • • L STRAPS FROM EA. STUD TO IN A ROW (ONLY JAMB STUDS BETWEEN «� 0 TRUSS c 0 WINDOWS) CENTER WINDOWS MUST HAVE E SEE ARCH DWGS FOR LSTA30 STRAPS TOP AND BOTTOM AND EACH TOPPING INFO FRAMING AT � N SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE - -�-� HANDRAIL BY OTHERS jI— 0 W SCALE: 3/4" =1'-0" LOAD PLAN FOR MORE INFO LL 4so GIRDER / COL. CONNECTION RT SO HEADER CONNECTION @ 2nd FLOOR SCALE: 3/4" = 1'-0" 1 PLYWOOD FLOOR � � DECKING ATTACHED PER DE @ 2nd FLOOR SCALE: 3/4" =1'-0" � NAILING SCHEDULE %0 —I SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. ! LUS26 OR LUS46 PRE-ENGINEERED ROOF ,c TOALEIDGER - SEE FRAMING N DRAFTING: -STRUCT: FTRUSS OR LOCATION & SPACING QC CHECK FT DOUBLE 2X TOP i JOB No. TM - 2150449 SCALE: AS INDICATED PLATE EXTERIOR SHEATHING SEE WS11/SD5 FOR SIM. END n �° FROM TOP OF WALL TO CONDITION ° BOTTOM RIBBON TRUSS STRAP - SEE • o ATACHED PER NAILING i LINTEL PER PLAN FRAMING PLAN FOR • SCHEDULE EACH SIDE CONNECTIONS , o OF WINDOW LOCATION �~ 2x12 #2 SYP CONT. LEDGER W! (3) 1/4"x4-1/2" SDS SCREWS EQUALLY SPACED o VERTICALLY @ 24" O.C. AND @ o o (2) 8d NAILS @ 3" O.C. TO EA. END VERTICAL (MIN. 2" JAMB STUDS &FLOOR FROM T&B) TRUSS BELOW SEE WS10/SD5 FOR / ADDITIONAL INFO STRUCTURAL COLUMN SEE PLAN FOR SIZE 2X BOTTOM PLATE AND REQ'D # OF DECKING PER STUDS FLOOR NAILING ° SCHEDULE ' ° o FLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW o FRAMING PLAN FOR SILL / FRAME DOWN INFO ° CONNECTION INFO (1) SIMPSON LSTA30 NOTE: STRAPS CALLED OUT WITHIN THIS DETAIL ARE - STRAP W/ (11) 10d TO ° ONLY REQUIRED WHEN INDICATED AS SUCH ON / STUDS ABOVE PLATE THE STRUCTURAL PLANS OR WHEN THE U.N.O.° STRUCTURAL SHEATHING IS NOT CONTINUOUS FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND \ WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. 2X4's 116" O.C. DOUBLE BOTTOM PLATE (2) H5 TO EACH FLOOR TRUSS, SLIT FLOOR DECKING TO GIRDER ACCOMODATE STRAP TRUSS PER R1 PLAN SEE TRUSS LAYOUT FOR HANGER • TRUSS PER PLAN 4s, WALL TO FLOOR TRUSS CONN. DETAIL SCALE: 3/4" =1'-0" TING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FL FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BE BEAM SEE PLAN GIRDER / COL. CONNECTION SO HEADER CONNECTION @ 2nd F L . HIGH BM . SCALE: 3/4" =1'-0" @ 2nd FLOOR HIGH BEAM SCALE: 3/4" = 1'-0" duplication, or transfer of these documents without the expressed, written consent of MONTA CONE SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d W X 1 1/2" @ 24" O.C. Q (2) 2x SPF TOP PLATE Q U.N.O. ON PLAN (2) 2X HEADER - SEE 2ND FLOOR PLAN FOR MIN. --- - - HEADER SfZE & REQ'D JAMB STUDS J Q H IF HEADER IS UPSET W AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) W Z 10d TOENAILS. 0 EXTERIOR HEADERS W OPENINGS LESS THAN O 4FT (1) 2x SILL PLATE w/ C) (2) 11 TOENAILS. Z U OPENING LARGER THAN 4FT (2) 2x SILL PLATE w/ 0 W A35 CLIPS EACH SIDE w/ Z) 2x CRIPPLES @ 16" O.C. 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FASTEN TO = SCALE: AS INDICATED FLOOR w/(4) 1/4"x3" TAPCONS O DATE: 05/21/2015 F1 2nd STORY INTERIOR BRIG.PROVIDE EXTERIOR SHEATHING SR01 GENERAL LANDING & *F1 TYPICAL WALL ATTACHED PER NAILING SCHEDULE WALL & EXTERIOR SCALE: 3/4"= 1'-0" FOR EXTERIOR 2 STORY WALLS /� STAIR FRAMING INFO SCALE: 3/4"=1'-0" SD6 SCALE: 3/4" =1'-0" SECTION 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. BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS STANDARD (3) 2X12 JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS MIN. (3) 2x SYP #2 MIN. TREAD DEPTH STRINGERS W/ @ 3" O.C. 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W/ SIMPSON O M DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS TOE NAILS Q � Z J z zA35 OR LUS26 HANGER N.T.S. EQUALLY (7 0 —r SPACED/CENTERED IN 2x4 #2 SPF STUDS @ z ON EACH SIDE CO Q W z C) 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER 3: M o Y g - w ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO D (n W O LO 0 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 32" op _ ATTACHED TO TRUSS 6" MIN. 0 ap m NAILS NAILS I BELOW (OTHERWISE Uj La p SEE ARCH PLAN ATTACH W/ (2) 12d Z N 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) O J 0 Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X p ~ C.i W �'— O SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) cn LLj > 0 FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO W w Q 0 _ ACCOMMODATE 2x CONT. BRACE & 10d � Q 0 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO (2) 2x BEAM PER 2xJOIST (P.T. IF 2x4 #2 SPF SILL PLATE N 10d NAILS @ 4" O.C. _1111 FLOOR SHEATHING U CL SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO w Lu O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ TO SLIDE DOWN TO / 2 Y4 x3 W O 1 " " SDS Q DRAFTING: STRINGERS TO MID SPAN BLOCKING LEDGER w/ 3 16d ( ) z U_ STRAP (1 EA. SIDE OF ___ SPACED & CENTERED w CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. E STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND "� TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z Z BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" QC _ CHECK: 1111111111/1 a ti BELOW O.C. MAX. FOR to M SDS WOOD SCREWS @ ANY OPENING A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) 10" MIN. FLOOR BEAM SEE •• ••••®•o•" z SEE SCHEDULE FOR MAX WIDTH OF LANDING ••�► ''40 _ Z MIN. (3) 2x SYP #2 y w _® ... CC STUDS REQ'D @ END OF LANDING W/ MIN. (6).. 16d NAILS FROM SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB SHEATHING OVER ,,� � �� J O .•• LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL a �•0, ~••® • �a W PACK PER GENERAL FLOOR a �d CONSTRUCTION � NOTES LU MID SPAN BLOCKING 0- 0 TO MATCH JOIST PLYWOOD SHEATHING 0 DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T OVER LANDING STANDARD (3) 2X12 - "- TOENAILS EACH END- IF ATTACHING TO ATTACHED PER Z ce., r SYP #2 STRINGERS W/ " MASONRY WALL ) GENERAL FLOOR Q SIMPSON A34 / A35 CONSTRUCTION C6 U CD CLIP TO FLOOR SYSTEM & LANDING z �- z 16" O.C. NOTES 1 0 Zo FRAMING � M BEAM @ END OF QU © 0 LU p LANDING PER U SCHEDULE LL O IC, wcow �S Z'' k U SEE PLAN FOR O MASONRY WALL OR L O WOOD WALL > O Z SIMPSON A35 B B CONNECTIONS' m W MASONRY WALL OR � � ' FRAME WALL BEYOND U ,, (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT R {� CROSS -B SECTION OF SEAM TO LEDGER a STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d u CROSS U g 'd CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16 O.C. MAX. � O �- TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" J . M i. BUILT UP COLUMNS x 3 1/2" TITENS @ 16" 0 Z 06 to v� A -A PLAN BELOW VIEW @ 180 DEGREE TURN LANDING O.C. MAX. FOR MASONRY WALL) STRINGERS TO BE NOTCHED AT LANDING — I— U Q; d. (� — : �` .� I= v m SEE SCHEDULE FOR MAX WIDTH OF LANDING W W � 0 g (3) 16d TOENAILS Z Z) Z/K\ ST02 NOT USED = Z w Ig a BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 11'-0" (2) 2x12 2x6 -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR 10'-0" (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING 91-011 \ 2x6 HEIGHT AND PLAN IN LAYOUT. HEADER 9'-0" (2) 2x12 2x8 WITHIN SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE W (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @ MID-SPANSUPPORT A (2) 2x12 A 8'-0" (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO 2x6 VERTICAL @ 6'-0" 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO MASONRY WALL) CONT O.C. MIN. AND @ ANY LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF - LANDING FOR HANDRKNEEWAIL HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO, BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4' BUILT UP COLUMN 2x, JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN Q 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" 12'-0" (2)2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" Q (3) 2x12 2x8 8'4" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7,-0„ 91-011 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" W (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" W 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" X X 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE:EQUALLY ATTACHED PER PLAN = SCALE AS INDICATED SPACED/CENTERED IN 1. BASED ON MIN. TREAD DEPTH OF 10"AND MAX. RISER HEIGHT OF 7-3/4" TRUSS SEE PLAN � � - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 05/21/2015 3,(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS �UIt Citi ST01 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES ,SANF(y) (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR t) 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S.ST1 UNDER BEAMS LESS THAN 2x12) m� 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. J Q z o§ �. 3X a 0 SEE ARCH PLAN I I 2x4 CONT. TOP PLATE O MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO U W STUDS W/ (2) 16d TOE Q W 2x4 #2 SPF STUDS X X NAILS Q 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2 ) I 2x4 #2 SPF STUDS @ w U) .-- O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. I 24" O.C. W/ (2) 12d O OPENING W/IN (NOTCHED @ 2x6 I TOENAILS BOTTOM 0- HANDRKNEEWAIL HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). — FOR VERTICAL NOTCH SILL AND Z PLYWOOD FLOORING Q TO ALLOW VERTICAL 0 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO p V 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Z @ ANY OPENING 3: LU Z 0 ATTACH 2x6 VERTICAL 2x4 CONT TOP PLATE (ATTACH TOP PLATE I=- 0 N W 11 A— TO TRUSS W/ (3) Y4" x 3" 3 1/2" TO STUDS W/ (2) 16d Z Z ~ SECTION X -X DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS TOE NAILS Q � Z J N.T.S. EQUALLY _ 0 —r SPACED/CENTERED IN 2x4 #2 SPF STUDS @ I— CO Q W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER 3: M o Y ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O LO 0 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 32" I ATTACHED TO TRUSS I-_ 0 ap NAILS NAILS I BELOW (OTHERWISE Uj La 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d Z N 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) O J 0 Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X p ~ C.i W �'— SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) cn LLj > 0 FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. w Q 0 _ ACCOMMODATE 2x CONT. BRACE & 10d � Q 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. _1111 FLOOR SHEATHING U CL W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 sa= O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS U) STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO / 2 Y4 x3 W O 1 " " SDS Q DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF ___ SPACED & CENTERED w -STRUCT BM STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND "� IN TRUSS � TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6 -0,� O.C. & QC _ CHECK: CC FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING JOB No. TM - 2150449 FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE:EQUALLY ATTACHED PER PLAN = SCALE AS INDICATED SPACED/CENTERED IN 1. BASED ON MIN. TREAD DEPTH OF 10"AND MAX. RISER HEIGHT OF 7-3/4" TRUSS SEE PLAN � � - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 05/21/2015 3,(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS �UIt Citi ST01 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES ,SANF(y) (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR t) 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S.ST1 UNDER BEAMS LESS THAN 2x12) m� 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. RECORD COPY # 15 - 1893 z.b&A sic swims TER