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269 Big Spring Ter 16-3411 New Construction SFH
THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. UJ.H., ELECTRIC RANGE, PAINTED KNEEWALL5 AT 5TAIR5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, 0 GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMEN3ION5 AND/OR CALLOUTS WITHIN TWI5 SET OF DRAWINGS REFERENCING LUMBER SIXES ORWALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. LOT 179 THORNBROOKE 40 s EXTERIOR UJALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION IN5TRUGTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE516TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: MANCHESTER_213 ELEVE A 8 _ I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT 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 AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 8102.3.5. GARAGE LEFT TAYLOR MORRISON TRADITIONS REDRAW NOTES 10-25916 CREATED LOT 5PECIFIC PLAN FOR LOT 119 IN THORNBROOKE 401s, ELEVATION "A" GARA�iF LEFT UJ/ PLAN OPTIONS INCLUDING: 3 BAR PENDANT PRE4IRE5, 6 CEILING FAN PRE-WIRE5, OPTIONAL SINK AT BATH .3, CALIFORNIA COUNTERTOP EXTENDED LANAI, 9' POCKET SLIDER, �' INTERIOR DOOR5 AT MAIN FLOOR, 4 RECESS G"AN5 IN LOFT VENT HOOD TO OUTSIDE, LAUNDRY TUB ROU(i11 IN AND ADDITIONAL DOOR AT M45TER 54%. or PLAN REVISIONS REGt)RD COPY EXTERIOR FINI5HES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,5CR. - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER R5.C.R. - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) 8103.6,2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C,R, 5TH EDITION (2014) 8103.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE516TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1,11,4,4) AT FRAMED WALL5 TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON51DERED AS CONTROL JOINTS, EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. DRAWING INDEX 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 REVIEWED POR CODE COMPLIANCE PLANS EXAMINER DATE �61NFQBQ 31 L JNG DIViSIav 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 �a TUB AND SHOUJER ARE45: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NC GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, CI325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A$ BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRAPE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT IS USED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO61VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TEBMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2, PROTECTION A6AIN5T DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, 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 DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUGT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAi.CE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED 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 PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M1411.3. EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE 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 LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 156UANGE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY 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 BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. ANY REVI51ON5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS NAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE, REV. 09-29-2016 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO COV — GENERAL NOTES, INDEX, SPECIFICATIONS THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE615TANT FLASHING SHALL BE NSTALLED AT ALL CU LOo JL�O —� EST. 1994 REQUIRED LOCATIONS PER 8103.8. 1 - SLAB INTERFACE PLAN ONDCUJ INSTALLATION: 2A 1 — MAIN FLOOR P LAN NOTES I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2A2- MAIN FLOOR P LAN DIMENSIONS DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE 5TEEL DOORS 2B1 - UPPER FLOORPLAN NOTES NOT LE55 THAN 13/61 THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. L■°� • LmCa FLOOD ZONE REQUIREMENTS: 2 B 2 - UPPER FLOOR PLAN DIMENSIONS PLAN MEET5 OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. 0 C0 ASPHALT 5HINGLE5 IIF APPLICABLE) : 2C /� DETAILS PLAN DETA I. WIND RESISTANCE OF ASPHALT SHINGLES. - A5PN4LT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052,6 AND 89052.6.1, 2. ASPHALT 5HINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS 3A1 — FRONT ELEVATION HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM p 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1, FOR ROOF SLOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF 3A2 — SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION IN ACCORDANCE WITH SECTION 8905.2 UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED .1. CLAY AND CONCRETE TILE (IF APPLICABLE): 3A3 — FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCEWITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAsi) 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 3A4FLASHING DETAILS, OR THE RECOMMENDATIONS OF RAS IIB, 119 OR 120. REQUIRED UNDERLAYMENT PER F,B.C.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; 45TM D 2626, TYPE 11; OR A5TM D 1910 OR ASTM D 6380, GLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RA5 Ila, 119 OR 120. 4A - MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 4B— UPPER FLOOR ELECTRICAL PLAN 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. REVIEWED POR CODE COMPLIANCE PLANS EXAMINER DATE �61NFQBQ 31 L JNG DIViSIav 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 �a TUB AND SHOUJER ARE45: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NC GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, CI325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A$ BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRAPE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT IS USED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO61VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TEBMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2, PROTECTION A6AIN5T DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, 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 DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUGT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAi.CE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED 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 PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M1411.3. EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE 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 LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 156UANGE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY 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 BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. ANY REVI51ON5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS NAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE, REV. 09-29-2016 d08 NUMBER 26002.256 CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED x m DAVIS BEWS DESIGN GROVP CU LOo JL�O —� EST. 1994 Jm1,5; O 'A C', L■°� • LmCa 0 0 �= 0 C0 _OJ 00(0 2 N of d08 NUMBER 26002.256 CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED t,ta ( i1 (- ce) oom � r�- ©_ 100 C) ®z �LL `o►11u1teoc e ® s .: � 0)*I W= 0 ul om; ,LU mV 0. z v° �: m z �>m 2138 , •TI TLE • COVER SHEET GENERAL NOTES REVISION LOG lie *1 • (SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TANII'A • DENVER —� EST. 1994 t,ta ( i1 (- ce) oom � r�- ©_ 100 C) ®z �LL `o►11u1teoc e ® s .: � 0)*I W= 0 ul om; ,LU mV 0. z v° �: m z �>m 2138 , •TI TLE • COVER SHEET GENERAL NOTES REVISION LOG lie *1 • (SHEET • 16'-0" 14'-0" 13'-4" P-4" DAMS BEWS DESIGN GROVP rm LID o lQ J r00 EST. 1994 c0 W O J10N cp Zo 511 all G.G. VERIFY ACRYLIC . , 8 8 I31.0"x3.01' A/C ON LANAI ELEVATIONIPAD (5EE MEC I. - CONTRACTOR Y/ .2 co co to POR LOG.) L — J 16'-2" Lm ooiLM L• o0 1° ` r vspti 'll I� OJ c RECE55 FOR POCKET 51-I1)ER 3�ILY ro°' 4" P.V.C. 'I y� T Z N - 3/4" PV, , CONDENSATION [)RAIN BY PLUMBER N A O ~ r CO N I Q N TILE SEAT 5HOWER A5V. REGE55 REFERENCE =K 2' - 011 ELEVATION a - (+) 0'-0" 3/4" P.V.G. _ \ _ GONDEN5ATION • - m WALL --- --- rx6 [)RAIN BY - PLUMBER N F --]F--1 I OPT. I I OPT. I 4" P.v.c.J�- - - LWA5HER J L DRYER J J AIR HANDLER 5INK -- LINE5 FROM K, �� g15p D UPPER FLOOR 16'-3" � (PROVIDE WATkR l co LINE FOR IC _ // \ // \ s, 3/4" REGE55 // FOR ENTRY DR. >i u 'Ji L.T. 50 GAL, n. a' -ROUGH IN W.H. n. \JJ .m r�1/2- 8" 9' (�" / 3' 5 I/2" 21-111 2' 8" all 3' 8" 5' (D" ELEVATION 0'-41'l) 0'-4" PAVERS I I i i i i i ------C.J. ------ --------a----------- I ------C.J_--------- I i i r - i i n; I I I I I I ELEVATION PAVER [)RIVE /LEA[) WALK AA -- 3A2 2'-8" 16' 0° T-all 11.011 1. $.. 21'-4" S' -S" 30'-0" I ELEVATION (-) 0 4" ELEVATION m - A`f l l S ll U- — co TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAME[) WALL5 TO PREVENT 5UBTERRANEAN TERMITE5 * * * * * G.G. VERIFY THAT DECO [)RAIN IS IN5TALLED AT PLANTER5 BETWEEN WALKWAY AN[) GARAGE * * * * * * SLAB INTERFACE PLAN SCALE: 1/4" = 1'7" GARAGE LEFT • JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED X 0 w DAMS BEWS DESIGN GROVP rm LID o lQ J r00 EST. 1994 O J10N Y/ .2 co co to r Lm ooiLM L• o0 1° ` r vspti OJ c 3�ILY ro°' m N rJ*fp 6. 0 0 y� T Z N • JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED tll M co now N 00 ®Z M -i WSN.° ©• -� o flll ►eee ch r***.. >=W 2138 • TITLE • SLAB INTERFACE PLAN • SHEET • DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OUXA4AR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 tll M co now N 00 ®Z M -i WSN.° ©• -� o flll ►eee ch r***.. >=W 2138 • TITLE • SLAB INTERFACE PLAN • SHEET • T.O.M. 9'-4" A.F.F. TOM g:4 A.F.F. T.D.M. 9'-4" BOTTOM OF LINTEL. AT 8'-0" A.F.F. I I I I BOTTOM OF LINTEL LANAI BOTTOM OF LINTEL /-AT 8'-0" A.F.F. 16'-0"x8'-0" AT F-0" A.F.F. 1 9'-4" PLT. HT. G.C. VERIFY ACRYLIC 7.O.M. I ON LANAI 9-0x8-0 TEMP. PKT. SLIDER 2 -STORY VOLUM7 FAMILY ROOM 14'-6"x16'-0" 2 -STORY VOLUME ALL EMERGENCY ESCAPE AND RESCUE T.O.M. OPENINGS 5HALL COMPLY WITH 8310 g 4„ PER F.B.C.R. - 5TH EDITION (2014). A.F.F. 2.8x8-0 2 5TOR 9'-4" GLG. ~GLG/ 3-265H. HD, AT 8'-0" * EGRESS MASTER SUITE 13'-10"x12'-10" 9'-4" FLAT CLG. F — —„—I 13.0', x3.0 A/C I REFER TO SHEET 242 PAD (SEE MECH. ICONTRACTOR FOR MAIN FLOOR FOR LOG.) PLAN DIMEN51ON5 L — — — J 128 S.F. H5. O v 2-8x8-0 0 Qj a, U Z M. BATH 2 4x8-0 BFD 9 4 GLG. GLG. DINING ROOM 14'-6"x10'-0" 9 9'-4" FLAT CLG. I OPENING TEMP. GL, ENOL. TO UNDER ON 42" H. LOW WALL 1 5TAIR5 ci IS" H, TILE TILE 5TAIR DATA: _ COUNTERTOP IS RISERS AT SEAT SHOWER (5EE DETAIL ON KNEE 1.38" EACH HAN5EN 2x6 DRYER 5HEET 2G - WALL I0.00" TREADS L — BOX — r 1 r 15H. VENT R/5 OPT.— —I OPT. - - — — — — — — — 42 H. o � x WASHER DRYER -------� \ LOW WALL N o L—_JL__J T AIR HANDLER UTIL E O \\ - LINES FROM 9'-4" / \\ �, s o UPPER FLOOR FLAT CLG. o ( SINK - tl� d 2.8x8.0 1 W/D15P OI , an *_. ARCH FROM Q CLG. 2-8x8-0 co VENT HOOD AND 0 8'-0" TO V-8"_"N KITCHEN �\ MICRO TO EXTERIOR O � � \ � 9'-4" FLAT CLG. pWDR o o IPgy��F CLG. a 9,c5,, 6, FLUSH FRAME IN5ULAL.T. 1�c4�i TO FURRING I WALL5TE ROUGH IN ENTRY INSULATE I o LINE OF SECOND o d 50 GAL. FLOOR ABV, 9'-4" PLT. HT. ABV, 7 W.N. F L--------- ATTIC TIC ACCESS L NOTE: FLAT HEADER- T.O.M. GARAGE ALL INTERIOR AT 8' 0" A.F.F.T9 _4 20'-0"x20'-0" ANGLED WALLS A.F.F. 9'-4" PLT. HT. ARE AT 45' (UN.O.) 0 So - LINE OF GARAGE DOOR IN OPEN P051TION G.G. VERIFY 8'-0" H cV F-----------------------INTERIORDOOR5 d LL AT MAIN FLOOR I I I � I I I REFER TO 5HEET 2A2 FOR MAIN FLOOR u PLAN DIMEN3ION5 0 16-0x1-0 O.H. GARAGE DOOR PAVER DRIVE / LEAD WALK T.D.M. 9'-4" AA 3A2 HATCHING LEGEND INSULATE WALL r' CLEAR OPENING HEIGHTS IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G. 2010 RE5IDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 MAIN FLOOR Uf=F:ER FLOOR IIE 7 S.F. �a1 S.F. TYPICAL MASONRY 2130 S.F. GARAGE WINDOW SCHEDULE LANA1 128 S.F. WINIDOW WIDTHS 74 S.F. TOTAL SQ. FT. 27e I S.F. 2011 27" 3111 53" W W W.DAVISBEWS.COM TAMPA • E )ENVER- V/ �in�r°ii WINDOW CALL -OUTS > >JM �. LLLo • (D 26" 12 5H 1/2 32 5H 22 5H 32 5H W � N 00 C(�� y� T ZNL0 = 39" 9 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H 0 Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H '--' z 12" 3: 16 5H 1/2 36 5H 26 5H 3(0 5H G.G. VERIFY MA50NRY OFENING5 FOR ALL WINDOWS, Lu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER OMANUFACTURE 5PEGIFIGATION5. REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -51-1, GA5EMENT- G51 -IT, OR FIXED GLA55- F.G.) HATCHING LEGEND INSULATE WALL r' CLEAR OPENING HEIGHTS IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G. 2010 RE5IDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 MAIN FLOOR Uf=F:ER FLOOR IIE 7 S.F. �a1 S.F. TOTAL LIVING 2130 S.F. GARAGE 451 S.F. LANA1 128 S.F. ENTRY 74 S.F. TOTAL SQ. FT. 27e I S.F. MAIN FLOOR PLAN NOTES GARAGE LEFT ° JOB NUMBER 26002.256 ° CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED DAVIS BEWS x N w r0 L�O OLDMWL, FLORIDA 34677 813.925.1300 TEL JLo O J co W W W.DAVISBEWS.COM TAMPA • E )ENVER- V/ �in�r°ii > >JM �. LLLo • 0 0 'o 0 LL Y 0 � N 00 C(�� y� T ZNL0 ° JOB NUMBER 26002.256 ° CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED ui CL M N c- "" ® z L C) � L! v <s� e .Z• °> 'r(rrrci z W LL Z Cn >= will 2138 • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMWL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E )ENVER- - _ a EST. 1994 ui CL M N c- "" ® z L C) � L! v <s� e .Z• °> 'r(rrrci z W LL Z Cn >= will 2138 • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS JOB NUMBER 26002.256 CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED J DAVIS BEWS DESIGN GROW 150 STATE STREET FAST OLDSMA& FLORIDA 34677 813 92.5 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • n0,4VER- a EST. 1994 F, - x Ca U �o oN OJccoojo� �r�� L >>JM L L ooL. O -0 0 C 0 LL 1 1400) .00 f0 00ccn z of JOB NUMBER 26002.256 CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • SCALE: 1/4" = I' -m" GARAGE LEFT . J DAVIS BEWS DESIGN GROW 150 STATE STREET FAST OLDSMA& FLORIDA 34677 813 92.5 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • n0,4VER- a EST. 1994 F, - • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • SCALE: 1/4" = I' -m" GARAGE LEFT . a� PROVIDE PAN AND DRAIN UNDER A.N.U. 24" H, A/C PLATFORM 01 J212 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.1.C.R. - 5TH EDITION (2014). CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UGH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.G. 2010 RE51DENTIAL CODE R&12.3 UPPER FLOOR PLAN NOTES. SCALE: 1/4" = 14" GARAGE LEFT TYPICAL WOOD FRAME x m w y DAVIS BEWS DESIGN GKOVP WINDOW SCHEDULE Lo o lQ 0 J r - EST. 1994 e - -- WINDOW WIDTHS 0 Jm�� 20 24 36 45" U L 'a WINDOW CALL -OUTS 00 a��ti �= 0 o�Co (D 20" H 1x15 F.C. 2015 F.C. 301$ F.C. 4018 F.G. w � = 24" 9 1820 F.C. 2020 F.G. 3020 F.G. 4020 F.C. 0 J u 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1640 5H 2040 5H 3040 5H 4040 5H z_ 60" 's 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 51H 2060 5H 3060 5H 4060 5H • G.C. VERIFY MA50NRY OPENING5 FOR ALL ONDOW5, u w WINDOU 5IZE5 AND IN5TALLATION MAY VARY PER F—MANUFACTURE 5PECIFICATION5. z • REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (5INGLE HUNG -5H, CASEMENT- C5MT, OR FIXED CLA55= F.G.) CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UGH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.G. 2010 RE51DENTIAL CODE R&12.3 UPPER FLOOR PLAN NOTES. SCALE: 1/4" = 14" GARAGE LEFT JOB NUMBER 26002.256 CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED x m w y DAVIS BEWS DESIGN GKOVP Lo o lQ 0 J r - EST. 1994 e - -- 0 Jm�� a� N L 'a -1M 6 L jco• 00 a��ti �= 0 o�Co a C4 �N t J (D O zC � JOB NUMBER 26002.256 CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED uj Cl. f� M se Itt N "�, 00 CD r� CZ) W .r t� a, u". •aor• �A. �j `moi •® ••• �•h '� � W N tr• Q.. o . _ 0 .z. psi � %o h,. •` c m 0 >m z z 2138 • TITLE • UPPER FLOOR PLAN NOTES y DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813 . 925 .1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER - EST. 1994 e - -- uj Cl. f� M se Itt N "�, 00 CD r� CZ) W .r t� a, u". •aor• �A. �j `moi •® ••• �•h '� � W N tr• Q.. o . _ 0 .z. psi � %o h,. •` c m 0 >m z z 2138 • TITLE • UPPER FLOOR PLAN NOTES I 01 • JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED s DAVIS BEWS DESIGN GROW x TAMPA • DENVER —, a EST. 1994 F � N; C U o o 0 J co N - N o��C; em N 1 6>'JM IN LL • 6 rl- 0 0 a � -0 0—' C00 a> X coiL— N L J fp �. 00CD ZCuLlot 01 • JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT • TITLE • UPPER FLOOR PLAN DIMENSIONS s DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSM FL, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER —, a EST. 1994 F � UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT • TITLE • UPPER FLOOR PLAN DIMENSIONS ALL GUARDRAILS AND H4NDR4I15 TO COMPLY WITH FBG 8301 AND TABLE 8301.5 PER F.B.C.R. - 5TH EDITION 12014). ;STAIR NOTE& RAIDING 5ALU5TER5 SHALL BE SPACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAILS FOR 5TAIRWAY5 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST RISER. HANDRAIL ENDS 51FALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GR45PABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA T UNDER -STAIR PROTECTION ENGLO5ED ACCE5515LE SPACE UNDER STAIRS 5HALL HAvE WALL5, UNDER-57AIR 5URFACE AND ANY 50FFIT PROTECTED ON THE ENGLOBED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE 8301.5 PER F.5.G.R. - 5TH EDITION (2014), 3/4" PLYWD. DECKING --- FLOOR 5Y5TEM 2x 5TRINGER5 I 6 11 TREADS AT 10.00" EACH -- STAIR SECTION SCALE: 1/4" = 1'-0" LINE OF DOOR IN FOREGROUND u Q3 I G.G. VERIFY SHIM A5 42" H. 36" H. CONTINUOUS 150 STATE STREET EAST OL XWW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEN VER REO'D K w LOW WALL GRASPABLE 110) C U o10 0100 �- CASING O J co RAILING - 2x STUDS (PER STD. BEAM BASE 6 >>JM f LINE OF 6' S" MIN. HEAD CLEARANCE FLOOR 5Y5TEM r- 00 BACKING 0 CO -1/2" DRYWALL CALI. TOP J 00�^ f+ zN2d' 10.00" 42"H. (TYp,) LOW WALL - - -- I" NOSING (TYP.) �a r 2x TREADS AND Ix R15ER5 (TYP.) UNDER -STAIR PROTECTION ENGLO5ED ACCE5515LE SPACE UNDER STAIRS 5HALL HAvE WALL5, UNDER-57AIR 5URFACE AND ANY 50FFIT PROTECTED ON THE ENGLOBED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE 8301.5 PER F.5.G.R. - 5TH EDITION (2014), 3/4" PLYWD. DECKING --- FLOOR 5Y5TEM 2x 5TRINGER5 I 6 11 TREADS AT 10.00" EACH -- STAIR SECTION SCALE: 1/4" = 1'-0" LINE OF DOOR IN FOREGROUND u Q3 I SCALE: 1/2" = I'-0" TRU55E5 n vvu�n i ivi v ATTIC ACCESS DETAIL SCALE: 1/2" : I'-0" PLAN DETAILS- 5CALE: 1/4" = I'-0" GARAGE LEFT G.G. VERIFY SHIM A5 POP-UP OUTLETS 150 STATE STREET EAST OL XWW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEN VER REO'D K w 1-0.. I 110) C U o10 0100 �- CASING O J co 2x STUDS (PER STD. PLAN) BASE 6 >>JM CABINET - 1/16" O.S.B. r- 00 BACKING 0 CO -1/2" DRYWALL CALI. TOP SCALE: 1/2" = I'-0" TRU55E5 n vvu�n i ivi v ATTIC ACCESS DETAIL SCALE: 1/2" : I'-0" PLAN DETAILS- 5CALE: 1/4" = I'-0" GARAGE LEFT JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED • • Y Ila DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL XWW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEN VER - EST. 1994 K w 110) C U o10 0100 O J co .m N r 6 >>JM 6 °� e r- 00 0 CO Y �rn iTC" J 00�^ f+ zN2d' JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED • Y Ila DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL XWW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEN VER - EST. 1994 TITLE • PLAN DETALS • SHEET2C • I 11/2" THICK SAND FIN15H KEYSTONE IIF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING O ua u a W ? Lu z NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL R415ED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.G. RESIDENTIAL CODE 8103.6.1 AND -`3/4" ASTM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTC7 TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063. TYP. CROSS-SECTIION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 11.0" CLEAR OPENING HE 105(5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE 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 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW P455AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G. 2010 RESIIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 12 12 6� � SHINGLE 6 ROOF/ 12__ G.G. VERIFY (60 " 12 ALUMINUM OVER 6 . -5HINGLE 2x6 5UB FA5CIA ROOF/ PLT. HT. (TYPICAL) PLT. HT. 4" BANDING ITYP.J 1'-4" W. x 5'-0" H. --- 5TUCC0 /-6TUCCO DECORATIVE = RN15H FIXED 5HUTTER FINISH � _ -__.. I'-4" W. x 5'-(0" H - DECORATIVE _._ FIXED 5HUTTER 5HINGLE ROOF c0 CV 12 4" BANDING 6[ 5HINGLE (TYP.) SECOND FF. LINE SECOND F.F. LINE ROOF 12 �6 1'-0" BANDING T.OM, T.O.M. 6" BANDING 611 BANDING 4" BANDING TEXTURED El E] 1:17 7-17-1171 —1 TEXTURED FIN15H FINISH BANDING BANDING _ MAIN F.F. LINE _ _ _ _ _ _ MAIN F.F. LINE (G) COPYRIGHT 2014, TAYLOR MORRISON GRADE LINE 4" BANDING (A55UMED) FRONT ELEVATION- 5CALE: 1/4 l' -O' _T co ELEVATION "A" GARAGE LEFT JOB NUMBER 26002.256 CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED • • t DAVIS BEWS DESIGN GROVP x ro w TAMPA • DENVER EST. 1994 F fi C U 0o o lQ 0 _j co 0c�M N.- .5 6J ` �. ` oolt OO a -0n -j c O _0 �O LLC'i J * co y� 0 cn 0 T ZaLd' JOB NUMBER 26002.256 CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED W Li. M V / o •- I�w N 00 0 z ui ,v .L LL `oer��®if111iB' '� m o°N ��i - o Or Z �e 0 e i®••. ��` a ��°° P0 o W z (f ) 0 ch r4%*. 0 >= •w.onww��w�w�ww 2138 • TITLE • FRONT ELEVATION DETAILS hill • SHEET14, 3A1 • t DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA L, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F fi W Li. M V / o •- I�w N 00 0 z ui ,v .L LL `oer��®if111iB' '� m o°N ��i - o Or Z �e 0 e i®••. ��` a ��°° P0 o W z (f ) 0 ch r4%*. 0 >= •w.onww��w�w�ww 2138 • TITLE • FRONT ELEVATION DETAILS hill • SHEET14, 3A1 • a 1'-O' TYP. OVERHANG AT HIP (UN.O.) ROOF P W SCALE: 1/a" - 14" LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 128 SQ. FT. / 300 = 0.43 SQ. FT. X144=61 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 TOTAL SOFFIT VENTILATION NEEDED 2 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ, IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN, PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1274 SQ. FT. / 300 = 4.25 SQ. FT. X 144 = 612 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN, # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 12 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 408 SQ. FT. 300 = 1.36 SQ. FT. X 144 = 196 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 TOTAL SOFFIT VENTILATION NEEDED 4 SQ. FT, VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ, IN, PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 1112" THICK 54ND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: 1I45 DLTAIL 5HOW5 THE TYPICAL THIC::KNE55 OF A_LL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WI-IERE APPLICABLE)IF THICKNE55 IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE C aLII_-OUT TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5G4LE: `; : !'-0" UEAAR OPENINe 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 PA55AGE 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 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 12 iz . GIRDER GIRDER TRUSS ROOF TRUSSES TRUSS AT 24" O.C. 12 (TYPICAL,) T (TYPIPIGAU ��6 a6 BR. 3 LOFT 2 -STORY �- al 12 VOLUME ❑❑ ❑❑ 4L - -- FLOOR SYSTEM �-- BEAM BEAM CONC, LINTEL - nn KIT. FAMILY ROOM �Inl Oz.DINING 12 a6 GIRDER ROOF TRUSS TRU55 AT PI O.G. (TYPICAL) GARAGE a6 2 SHINGLE 12 �-SHINGLE 2 ROOF 6 / � ROOF _712 6 PLT. HT. PLT. HT. PLT. HT. ■ � STUCCO FIN15H 2 12 a FINISH � r � 12 4 �l /SHINGLE 12 & SECOND FF, LINE -g SECOND F.F. LINE ROOF SECOND F.F. LINE TOM, T.O.M. T.O.M. _ v /TEXTURED ■ ❑ /-TEXTURED FIN15H FIN15H 7 T.0` - MAIN FF. LINE_ _ MAIN FF. LINE MAIN FF. LINE PLT. HT GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/a" : I' -O" 12 12 PLT. HT. 6� SECOND F.F. LINE C T.O.M. TEXTURED E E 'T FINISH E* E MAIN F.F. LINE 12 6� SHINGLE SECOND FF. LINE _ ROOF T,O.M_ - /TEXTURE[) d FIN15H MAIN F.F. LINE /SHINGLE ROOF * FINI5N7 F.G. F.G. 4D D4 M.7 GRADE LINE (ASSUMED) PLT. Ht_ m 6� SECOND F.F. LINE - T.O.M. _ TEXTURED FIN15H MAIN F.F. LINE REAR ELEVATION SCALE: 1/6° : I' -O" 12 12 6� 12 � 12 SHINGLE �6 6 ROOF 7 /STUCCO TEMP" FIN15H7 /TEXTURED FINISH � 1 TEMP. �l J GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: Ill : 1'-0" PLT. HT. SHINGLE ROOF 12 a4 SECOND FF. LINE T-O.M. _ A MAIN F.F. LINE GARAGE LEFT • JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED • • DAVIS BEWS DESIGN GROVP x • w TAMPA • DENVER :te=a EST. 1994 C; U O o� 0u, i to o0)c�M >JN m 00 '� 5-0I, J � Co _o� 3�E �Y Orn 0},N J 00 f+ zN2d' • JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED lJ9 d- M ID 000 az D ujJ 'd - %%tit II fill,, m ��,m.�®a00000wwoo. �es® LL 00 00 jZ ch r***. 0 sem, �n W z � 1 2138 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN SECTION DETAILS • SHEET • ELEVATION "A"3A2 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.925.1300 TEL 813 - 925 . 1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER :te=a EST. 1994 lJ9 d- M ID 000 az D ujJ 'd - %%tit II fill,, m ��,m.�®a00000wwoo. �es® LL 00 00 jZ ch r***. 0 sem, �n W z � 1 2138 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN SECTION DETAILS • SHEET • ELEVATION "A"3A2 -^ BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING KUUf IVIH I tKIAL I -'LN ELEVATIONS WITH APPROVED UNDERLAYMENT (REFER TO COVER SHEET) PRE-ENGINEERED (ROOF TRUSSES AT 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN BRG. HGT ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A )ODEN )ING SILL PLATE SEE NOTE #2 --/ WALLSHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" -- WATERPROOF MEMBRANE Moll 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS AL SPACED EVENLY @ 24" O.C. MAX .- (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING �F'9T- FOLD UP WEATHER F'Q RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER 1?6 � -SILL PLATE (SEE DETAIL B 0 Z FOR OPTIONS) �5E;l 6P� ---CORNER PATCH zz FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER <\/ BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE --- 15/32 O.S.B. SHEATHING WEATHER DAVIS BEWS DESIGN GROVP BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z RESISTIVE FLASHING UNDER S.G.D. AS 1 -RUBBER 1 MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF 1 CONST. ADHESIVE TO BE APPLIEDiL TAPE .. CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALEXTERIWATER (ASSEMBLED PROOF CAULKING 1 - PER BUIILLDERISH 0 o-'c�{o 3�EY W WINDOW) 1 FLASHING PROVIDE SELF ADHERED � 2 x FLASHING -" - LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" -- WATERPROOF MEMBRANE Moll 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS AL SPACED EVENLY @ 24" O.C. MAX .- (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING �F'9T- FOLD UP WEATHER F'Q RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER 1?6 � -SILL PLATE (SEE DETAIL B 0 Z FOR OPTIONS) �5E;l 6P� ---CORNER PATCH zz FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER <\/ BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER DAVIS BEWS DESIGN GROVP Cr0 LoO RESISTIVE J0 OJ co BARRIER to 0 TAPE .. 2 � r LEE .5 > J M LEE La ° LL • (ASSEMBLED O ro= O - 0.0 0 o-'c�{o 3�EY W WINDOW) : cm ZJ.-fD LO0I�� FLASHING � 2 DO NOT FLASH / OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" -- 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOFMEMBRANE 20" FLOOR TRUSS In SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS SEE STRUCTURAL - 8' CMU BLOCK TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH A_STM_D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • JOB NUMBER 26002.2560 CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED x ro w DAVIS BEWS DESIGN GROVP Cr0 LoO -- EST. 1994 = J0 OJ co to 0 NM N r LEE .5 > J M LEE La ° LL • O ro= O - 0.0 0 o-'c�{o 3�EY W : cm ZJ.-fD LO0I�� 0 �+ zID2Ot • JOB NUMBER 26002.2560 CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED TITLE • FLASHING DETAILS II DAVIS BEWS DESIGN GROVP Iso STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -- EST. 1994 = TITLE • FLASHING DETAILS II SHEATHING TEXTURE FINI5P COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE 5ELF ADHESIVE FLASHING AT LOUDER N05E OF M.W.W.S. 5ELF ADHE5IVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL o COMPATIBILITY SELF -ADHERED FLASHING a / �� DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN -- OVER RIM JOIST AND UP WALL BY 6 IN. C3J OO SEAL TOPS OF JOISTS - UNDER DECKING (SEE DETAIL WP07) /- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBF�LOOR -- RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK- SECTION A EXTERIOR 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD C1> �O (2 *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WALL SHEATHING? �� ASPHALT SEALANT: /%���%�%jjGl/-` CONT. GALV. "L" i%����i-.0 i FLASHING PER FTEXTURED, PAIN"EXTEND MIN. OF 8" ��''r__'!MANUFACTURESOUTSIDE OF FLASHING �/// ! r / WALL FII, SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPERICKET AS (REQUIRED ATR STOP � C SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIF 6„ BY PLAN LOCATIONS) AT ENTRY SHINGLE OVE FLASHING VVV A CONT. GALV. ' FLASHING PEF DIVERTER _ \ MANUFACTUR FLASHING Miys \ \ `\ \ / SPECIFICATIO OVER ROOF ROOF MATERIAL PER SHINGLES W/' DRIP EDGE ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED (UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA (COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. /--- BEAUTY STRIP ROOF / SHINGLE OVER -- --- WINDOW UNIT 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • nEr4VER- EST. 1994 - -- SLOPE r 0 J,�O 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0 SELF -ADHERED FLASHING L. ` Doj • EXTERIOR �. 0� c0 FL Y N °' - CEMT. FIN. cm L —j ` — BUILDING PAPER 00, �+ z21 ,11 WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF -RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED --- RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHINGW/TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION --CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH SPECIFICATIONS OVER ROOF SHINGLES W/ TAR ° r r" -HOLD EXTERIOR mak. FINISH 2" ABOVE =f �' :' - SHINGLE PER e }�n ne, nROOF R= CONTRACT R° a FLASHING fie:P v R°°FOE METAL DRIP EDGE TO BE UNDER �,9S�Fgs'S/� UNDERLAYMENT AT CAULKING 0.16A ✓ C� <FS ROOF EAVES O T q 7�-O��Li,Lc �'Lsy F o�cK <<0 PP pP \\ ENS iC 9 „ S\OE �P�M P TYPICAL ROOF TO �� goo oo� 2 SE �N°�R E EN°S WALL FLASHING DETAIL q�TtiTo 5�N°°°°°RSA °°OVRS SES FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING - — - 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING 6 GALV.'L' FLASHING TYPICAL. -ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL RAKE METAL DRIP EDGE 22 29" TO BE OVER 5 ------- - EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENTAT CERTAINTEED WINTERGUARD GABLE ENDS -FIRST STARTER SHINGLE ' WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT / EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES TO USE IN 5TH 1/2" IF DRIP EDGE IS USED, OR i COURSE ABOUT 3/4" IF NO DRIP EDGE IS USED. EMBED EACH SHINGLE INA 2" DO NOTNAIL WITHIN 6" OF VALLEY CENTERLINE M. - STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR `x v 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING BLOCK \ SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE I SINGLE I -- DOUBLE JOIST JOIST WOOD BEAM BELOW i SELF -ADHERED Fl J IVIIIV SELF -ADHERED FLASHING SELF -ADHERED FLAS ING *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF—ADHERED FLASHING SELF -ADHERED FLASHING DECK ,101ST OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT C � H I N G DETAILS TO SHOW GENERAL FLASHING AND r WATERPROOFING METHODS TO BE USED. • JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED 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 • nEr4VER- EST. 1994 - K m r 0 J,�O 0 _j co V/ Q '0°' 0 . ,= Lo > > J N L. ` Doj • 0 0 �. 0� c0 FL Y N °' cm L —j ` 00, �+ z21 ,11 • JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISED • TITLE • FLASHING DETAILS 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 • nEr4VER- EST. 1994 - • TITLE • FLASHING DETAILS W.P. / G.F.I. FOR T.U.G. SERVICE COACH LIGHT COACH LIGHT A/C DISCONN. HORIZ, MAKE-UP LIGHTS DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER Q P. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET 51-ECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH Ip DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN ;Q• EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) Fc -H] CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) r TELEVISION (OPTIONAL) THEW06TAT ELECTRIC METER Am ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c7 ROUGH -IN FOR OPT, CEILING FAN v J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD AS INDICATED ON PLANS OR A5 ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 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 ROOM'S, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AE.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.C.I. PROTECTED 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N,FFA.10A-05, N.E.C. 2011, FB.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCE5. 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 TE5TING 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. MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT 4/0 ALU. CABLE ft MAIN DISCONNECT METER 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. A/C DISC. COM50 - SQUARE p K m w TYP. 14 AND 012 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. IN51DE LIGHTS AND OUTLETS AMPS: REQUIRED PANEL MO COPPER TO 1 oNc�� WATER HEATER UNDERGROUND •8 COPPER TO RANGE SERVICE BY 00 POWER COMPANY 04 COPPER TO 5/8" GROUND ROD 0CO ALSO SERVICE TO BE BONDED FL�roC, TO FOOTING STEEL 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. MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT IIIA I • JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISEDmma)q;r 2138 ft 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. EST. 1994 K m w r 0 Lo 0 0 JC) co N 1 oNc�� r 7 >J N aQLa LM 00 .0 0CO FL�roC, J * c0 00 ZNot IIIA I • JOB NUMBER 26002.256 • CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISEDmma)q;r 2138 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. EST. 1994 W Y00 m0 Z (� 2 cot� H � ch oC T, O O>=Ljo DAMSBEWS D�vls BEws DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.425.1300 TEL 813. TITLE • MAIN FLOOR ELECTRICAL PLAN4A HEET • • ELECT ICAL � �& DUPLEX CONVENIENCE OUTLET • DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET O SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE ` ` �1 WALL MOUNTED INCANDESCENT LIGHT FIXTURE IRECE65ED INCANDESCENT LIGHT FIXTURE �,_. ViC. p LIGHT FIXTURE WITH PULL CHAIN 4==== TRACK LIGHT c FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THEW05TAT 05 ELECTRIC METER Aw ELECTRIC PANEL D15CONNECT SWITCH ® SPEAKER (OPTIMAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J HORIZ. c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP GJ ROUGH -IN FOR OPT. CEILING FAN LIGHTS NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.I.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS A5V COUNTERTOP) TELEVISION.. J4" 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, 5UNROOM6, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10A-05, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), 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 0 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT ' JOB NUMBER 26002.256 ' CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISEDomC)qqm 2138 • x co w FAX W W W.DAVISBEWS.COM 'TAMPA •DENVER CrU) JOLoO O -j 0) J N ` ` �1 13psLL • 00 0 S h ° SD Q 'o h OJ CO LL Y � o co cm 41 L45 Doan ZN01 ' JOB NUMBER 26002.256 ' CAD FILE NAMELOT 179 TB ISSUED 10-25-16 REVISEDomC)qqm 2138 FAX W W W.DAVISBEWS.COM 'TAMPA •DENVER -�- � EST. 1994 W0 � Z ao O z (mf) O � = O H � ch oC O O>= DAMS BEWS DILVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 • TITLE • UPPER FLOOR ELECTRICAL PLAN4B • s1 -IFFY • • Mt I AL UUA I IN(6 F -UK USI KKU VVI I H F'L55UL I KLA I LU VVUU IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS G E N E RAL S2 N OT DOWEL PLACEMENT PLAN E S METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 ( MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. SD3 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER, PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 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. TRUSS 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SOFT) 3 FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIG DEAD L ADS' INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.N O MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 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 WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 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. WOOD CONSTRUCTION 1, WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WAND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7, MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8, ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Ib/int U.N.O. Fb = 2500 Fb = 3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc ll= 3000 Fc ll= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. *EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC, STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %6" LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED) DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 CREATED ELEV. B WIND PRESSURE & SUCTION EFFECTIVE CREATED ELEV. C 4 (PSF) WIND 5 5/9/2014 (+) VALUE DENOTES PRESSURE AREA (SQ FT) 0 CREATED ELEV. C W/ OPTIONAL LANAI w/ - VALUE DENOTES SUCTION AREA 4O 5U �.m 0 _ l c 0 (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 V z (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 6/11/2015 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 (+)17.7 S (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM J 5505 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1,67 TO GET ULTIMATE WIND PRESSURES. 4. a = END ZONE IS ONLY W/IN 5-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI 0 CREATED ELEV. C W/ OPTIONAL LANAI w/ 6 1/29/2015 TRUSSWAY TRUSSES PER TB -39 �.m 0 _ l c 0 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS 7 4/16/2015 w/ BED ROOM PER TB -55 (TL/JV) V z APPLIED TRUSSWAY TRUSS TO ELEV-A 8 4/27/2015 PER TB -45 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 9 5/26/2015 TRUSSWAY TRUSSES PER TB -100 CREATED ELEV. B W/ OPTIONAL LANAI & 10 6/11/2015 TRUSSWAY TRUSSES PER TB -38 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-I1'CH (12.7MM) GYPSUM BOARD. 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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited w STRUCTURAL ENG: e0e0®1i111191///'�Sf u i M �®lk�eeee•••eee `%�iV �v Li! ao -STRUCT: •e Dee A CMCJ Z co LL. eZ QC CHECK: W co O Q : z ....L�► Q JOB No. •e z CO /&e� O® �Z0 o •,� e• `�® Q W O SCALE: m u DATE: / //11111111�'� w.. 0 tjC ch Nr T �.m 0 _ l c 0 - 0 o �s� U z V z a (D Lu z 0 LOU Z 06 S J Z�� <�/ J z a¢ oN � H Q J Z 0 Lij LU vJ � a E�Jo U E ~ Cl) r ZJ0 0 J O LLI 011--0 2 C0 W 1- OVA U -_ W Z -� aa= 0 H- 2 1-- rn STRUCTURAL ENG: CFG / BED DRAFTING -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 S1 :iU'-U" 7 CTnDV CllnT1AV_ FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 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. z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. O 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR U) USE ALTERNATE APPROVED METHOD. W f� 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY C COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE m AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION ko INSTRUCTIONS. - 9. NO WOOD STAKES PERMITTED IN FOUNDATION. v W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION, GC TO DETERMINE STEP LOCATIONS IF REQUIRED Cb 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD Uj FOOTING STEP DOWN AND CORNER INFORMATION.;111 d 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE soj LD °O SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH o 1 `° ��°•°°� •�®•°`�?i� %sem Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION tn� °•�, h,;•° �!, N 2 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER p' • ". u' •s!6 J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS •Uj Wk, =~ Uj Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THEWE 2 sV z Q Z p PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Ar"' Q- a C79, Q � CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO �d,'o°•• '® �- O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ✓i� •°°•••.••••• `e m LL -j SOIL OBE R COMPACTED 12" LOIMATERIAL COHESIVE ''� TS TORGANIC EAST 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 UI PSF. O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO �y Iv: DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE phi., C) 'ek STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND p piIll's N V V FOOTING SIZES PENDING DEPTH OF STEMWALL. J .7 0 — Z �. FOOTING SCHEDULE C o p @ O O 12"x12"x12" d w/ #5's 6" O.C. EA. WAY MIN 2 # 5 E.W. '� � ,a�•�'" ''_ v w414. O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN 4 # 5 E.W. om O ' <9> .3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. p a <a> .5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. 7 <8> .6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z Z O36 x36 x12" dp w/ #5's @ 6 O.C. EA. WAY MIN (6) # 5 E.W. —J CD z w 8> .5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. o Z o� 4 48"x48"x12" dp w/ #5's @ 6" O.G. EA. WAY MIN (8) # 5 E.W. O z O � 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. Z V Q 0 a 5 60"40"x 16" dp w/0's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. z U O 1 Z 0 W � � J 0 1— W W SYMBOLS LEGEND n ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. s 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. 1j rj Q � El INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. V ili � 11 Z V (� 0 A � 0 w O W0 1 H 0 UJ LU LU Z 0�. O0 H H IZ STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 FOUNDATION PLAN 1/4'1=11-011 2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. v r -- 1'-4" 13'-4" .14" SYMBOLS LEGEND Lu M 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. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z O � U a w 0 Q (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY FILLED CELL (1) #5 @ TOP, BOTTOM & @ 24" VERTICALLY DOWEL LAYOUT PLAN PLAN VIEW �IIIIIII ,`e eetrrrroorrr��� Uj zz". Lj o0 SECTION VIEW wl L MASONRY COLUMN TIE IN i; 61 ��N 1 /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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. 1/2"=1 -01, Jnr O a U) o z °6 C� Z ffiJ J -� z y w o a Q a J z � w s a Cl)� E Cl) r ZV~O O LU Twp � O 11-- O 0=z J V M Z -' Qa= O HCH CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 S3 s vJ Cts\ c ,Gi. W, ur ♦meqCONT. #5 FROM TIE eee��� s''✓i®�rrt P0`0` m O B1EAM TO FOOTING e i LL 0 MASONRY WALL REINFORCING PERS PLAN (TYP). coa r z r .M C) Z U, r r Q SECTION VIEW wl L MASONRY COLUMN TIE IN i; 61 ��N 1 /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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. 1/2"=1 -01, Jnr O a U) o z °6 C� Z ffiJ J -� z y w o a Q a J z � w s a Cl)� E Cl) r ZV~O O LU Twp � O 11-- O 0=z J V M Z -' Qa= O HCH CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 S3 y Ej o o a o 0 0 0 o a�0� �o 0ED dos FIRST FLOOR FRAMING PLAN WALL LEGEND J= 9'-4" T.O.M. = 11'-0" T.O.M. 12'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. 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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. �IIIIIIIII qa e`e®��attttate��e��r w M 69 LLf 00 co U- ds W tea. c"'2 Z " `� ® W �tJ ire Q v 40 J 0 0 : Z00 z p a y(y tis ' •° �� `ate Q � + O 0 Ore �1 u���� it I �+ cV•) C) e�U o 2 k rte■ a Qfs. 7 J n 0 o V W 4as J W s Z C-6 z J O z y LL o Q w0 Z��� LL LU LU ~ _ _ (� Q � CO U A J Z U 0 J A � LLJ 5LU0 1-- 0 � co R o=z il ~ J U Lr. Z � p HCH STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 S4 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2' FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) O5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C. 1160 plf '1 PT. BW3 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS s (2)1.75"x9.25" LVL BW4 12 (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & a" EPDXY ANCHOR w/MIN. OR ENDNAILS OR ENDNAILS UPLIFT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 a 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN V-0" TO 3'-11" 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160 If p ird. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET 3 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. 3140 3140 (2)1.75"x11.875" LVL 5"EMBEDMENT NAILS & (18)4'x24" TAPCONS 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 Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) O(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS SYP#2 POST (2)2x10 #2 SYP W211 FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & a" 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 a SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM: USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS, 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE qO (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 O(2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN O4x4 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. O3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. QO 5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. SO 7"x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. O 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 & a" 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 &d .131" x 22" 10d .148" x 3" 12d .148" x 31" 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 ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22' META20 w/(7) 10d x 11" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 2] (1)ply TRUSS (10)10d x 14' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 11" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" 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)4'x24" TAPCONS a (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 El 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 NAILS & (18)4'x24" TAPCONS LD HTT4 w/(18)16d x 22" NAILS & 8' EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT Z TO BEAM: SIMP. HUC410 w/(18)16d & 0 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 Efl LTT20B w/(10) 10d NAILS & $ " EPDXY ANCHORw/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT C J U , 19 HTT4 w/(18) 16d x 21" NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 - - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT 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 JOB No. c5 TO POST: SIMP. HTS20 OR LSTA18 AS INDICATED DATE: TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22' PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & r (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 Z TO BEAM: SIMP. HUC410 w/(18)16d & 0 (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 d" TO POST: (2) SIMP: HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL W " NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 0 O ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d W 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 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" 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 SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE 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 4" 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. ninTP-q- 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. 1/4"=19-011 0 U � 0 W 0Y � ♦`eeylllllli!/////� °�,E��®®®•®°3�yjA��ii� ui M Q�d' °•• �.� is ZO LLl oo U. faro d 4 s .-. .J11 o J C Y� •° �e°• o� O W Q ry e O /h!! 111111 pip LL O rn ITCD 0 z f! 01; . ra" 0 0 0 1 o Z ry am w 0 z rr� F- Wod�``'� s z 00� z z z Ow zea 06 J N� Q W U) z � J LU W � L.Li as= 0 H coo CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. c5 � AS INDICATED DATE: 10/26/2016 � a U �} r J Z 0 0 d" W W0 1 0 O F- O * U) W = Z O U W C J U , Z O � L.Li as= 0 H coo CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 S4.1 ADD STRAPS TO STANDARD 2ND FLOOR FRAMING NOTES: W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR r) WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) A 0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. 0- WALLLEGEND ROOF FRAMING PLAN 1/4"=11-011 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. ry ' U LU o 111111111 00 000 m' Rt d°• 'Z�+ RX 0 � 2 0 06. Z 0 * + CC Der" 4 U Q, Z' O!z. —i °O: ow o .. < M LL tgy,Y j a'MaRtr U C) ers" U _ Ci c x 0�� Q 7 z Z rA < 0 cti J U) z W 06 (D z Z z� � � ° ILL] SNF � � Q� o � 5A z���� J W ry r �U) Fn � Q o U }� Cl) Q r zoo Oo-j LL!A Uj 0 OH O 2 U) W IM I— o U ZW � - 0 0 H H a STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM- 2153306 ...... ...... SCALE: AS INDICATED DATE: 10/26/2016 S4.2 ..� = 9'-4" T.O.M. = 11'-0" T.O.M. SCHEDULE = 12'-0" T.O.M. = INTERIOR/EXTERIOR WALLS WITH PLASTER OR STUCCO FINISHES BEARING WALLS VERIFY WALL, HEIGHT HGT. W/ ARCHITECTURAL SPACING INTERIOR ZONE SPACING END ZONE PLAN U.N.O. ROOF FRAMING PLAN 1/4"=11-011 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. ry ' U LU o 111111111 00 000 m' Rt d°• 'Z�+ RX 0 � 2 0 06. Z 0 * + CC Der" 4 U Q, Z' O!z. —i °O: ow o .. < M LL tgy,Y j a'MaRtr U C) ers" U _ Ci c x 0�� Q 7 z Z rA < 0 cti J U) z W 06 (D z Z z� � � ° ILL] SNF � � Q� o � 5A z���� J W ry r �U) Fn � Q o U }� Cl) Q r zoo Oo-j LL!A Uj 0 OH O 2 U) W IM I— o U ZW � - 0 0 H H a STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM- 2153306 ...... ...... SCALE: AS INDICATED DATE: 10/26/2016 S4.2 EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL, HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. ALL EXTERIOR WALL SHEATHING TO BE MIN. 1/2" PLYWOOD OR 7/16" STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS of 8d nails @ 3" O.C. @ TOP PLATE & (1) ROW of 8d nails @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL OTHER EDGES AND 12" O.C. INFIELD. BLOCKING SHALL BE PLACED @ ALL SHEATHING JOINTS. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENI IRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ROOF FRAMING PLAN 1/4"=11-011 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. ry ' U LU o 111111111 00 000 m' Rt d°• 'Z�+ RX 0 � 2 0 06. Z 0 * + CC Der" 4 U Q, Z' O!z. —i °O: ow o .. < M LL tgy,Y j a'MaRtr U C) ers" U _ Ci c x 0�� Q 7 z Z rA < 0 cti J U) z W 06 (D z Z z� � � ° ILL] SNF � � Q� o � 5A z���� J W ry r �U) Fn � Q o U }� Cl) Q r zoo Oo-j LL!A Uj 0 OH O 2 U) W IM I— o U ZW � - 0 0 H H a STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM- 2153306 ...... ...... SCALE: AS INDICATED DATE: 10/26/2016 S4.2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z a o! W H 0 W r z 0 AT CORNERS PRECAST "U" PROVIDE LINTEL W/ 3000 STANDARD #5 psi CONC. PER HOOK BAR. LAP LINTEL PLAN. IF OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN ° LINTEL, #5 TO BE -SHEAR WALL HOOKED INTO „A„ SIDE VERTICALS SEGMENT „D„ #3 17/8 q4 4 a d a d 4. BOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 , a ROUGH OPENING PER PLAN a d a ° METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �-- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE ,. MD08 J T"'ia MD08 FOR LAP INFO. BAR SIZE PROVIDE CLEAN OUT OPENING @ GROUT d LAP SPLICE FILLED CELL AND REBAR (TYP). MORTAR LENGTH LAP SPLICE JOINTS SHOULD NOT BE CUT ° SEE FOUNDATION FOR FOOTING -SHEAR WALL T OPENING „A„ TYPI AL SHEAR WALL SEGMENT „D„ #3 17/8 41/4 7 15 .•....LINTEL PER PLAN 41/4 91/4 q W 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 TRANSOM O�PENING 33/4 81/16 14 O 41/2 81/16 �I #7 a � 16 1/2 35 'FRAME INFILL AROUND d 3/4 ¢ z — 2630/1738 13'-4" 0 328/0 1234/0 - 1779/0 I e 1660/0 ¢ 16'-0" _— 0 - - 284/0 __._._._._950/0 0 211/0 750_ /0 SEE DOWEL PLAN FOR 1997/0 1676 / 0 d MATERIALS N _ eIIL° z w MORE INFO MIN. (1) IS REQ'D ON s EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �-- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE T"'ia MD08 FOR LAP INFO. BAR SIZE PROVIDE CLEAN OUT OPENING @ GROUT d LAP SPLICE TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �-- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE GRADE 40 MD08 FOR LAP INFO. BAR SIZE PROVIDE CLEAN OUT OPENING @ GROUT d LAP SPLICE FILLED CELL AND REBAR (TYP). MORTAR LENGTH LAP SPLICE JOINTS SHOULD NOT BE CUT ° SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O d LAP SPLICE BEND O LENGTH LAP SPLICE CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B ° NO -SHEAR WALL T OPENING „A„ TYPI AL SHEAR WALL SEGMENT „D„ #3 17/8 41/4 7 15 .•....LINTEL PER PLAN 41/4 91/4 q #4 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-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 O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B "All „B„ „C„ "D„ „A„ "B„ „C" „D„ #3 17/8 41/4 7 15 .•....LINTEL PER PLAN 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 TRANSOM O�PENING 33/4 81/16 14 30 41/2 81/16 36 #7 43/8 9 13/16 16 1/2 35 'FRAME INFILL AROUND 9 13/16121 3/4 • '. .�' 1697/1361 — 2630/1738 13'-4" 0 328/0 1234/0 - 1779/0 WINDOW BY BUILDER _ 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" _— 0 - - 284/0 __._._._._950/0 0 211/0 750_ /0 SEE DOWEL PLAN FOR 1997/0 1676 / 0 MATERIALS SEE WF01/SD1 FOR _ FILLED CELL INFO. r MORE INFO MIN. (1) IS REQ'D ON s EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING HANGER @ EA. END. W/ MAX. OPENING 4 FT • °. (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1Od'. NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B "All „B„ „C„ "D„ „A„ "B„ „C" „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 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16121 3/4 42 I LAP SPLICE U m EMBEDDED U STANDARD 90° HOOK U STANDARD 180° HOOK #3=2Y2' #4=2Y2' #5=2Y2' #6 = 3" #7=3Y2 13'-4" F - Q 0L CK W LU 18 -8 0 142 / 0 598 / 0 1114 / 0 1468/0 1. f'c PRECAST LINTELS = 3500 PSI. - W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. f'c PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981/0 1376 / -- 3. GROUTED PER ASTM C476 f g = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824 / 0 _ 1147 / 0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE o® 111111111/'e CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSL '� `�� ••®+ ®®,d`��r� u l M 2'-4" 1694/1694 3725/3280 5499/5421 - 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE•.• - 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ` y �. (�2 o ui 00 3'-0""-^----- 1230/1230 _ 2769/2769 4085/4085 -- : p; !Ja 'N J o IL 3'-4"� �os1 / 920 2769 / 1716 4085 /2839 LINTEL DESIGNATION SCHEDULE tw o �r �"'"' z Q : 2 U _4'-4" 846/833 2121 / 1716 3127/2839 F -FILLED WITH GROUT / ••:� � •�®�� _ w J 5'-4" 664/572 1761 / 1761 2595/2595 LINTEL - .• • .,•. O ¢ MARK 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U = UNFILLED R =RECESSED �� "••.0000, •' `a'' Z �_ 7.4° 480/322 1334 / 1334 1964 / 1552 QUANTITY OF #5 REBAR @ p` �j�� �C PR `� Q � __ O8RF6-1B/1T BOTTOM OF LINTEL CAVITY �101111111N�� m _j g'_4' 415 / 235 1152/1152 1694 / 1552 81=16-113/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 8F8-1B/1T �QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. c 8RF14-1B/1T NOMINAL HEIGHT O zo �16'-0L-04 LINTEL PLAN 1/811=11-011 O° 8F16-1B/1T NOMINAL WIDTH O O TYPE DESIGNATION;. s 8RF14-0B/1T 0 co N O 81=16-013/1T 1-1/2" CLEAR a 0 8F20-1B/1T (D i .. d _ #5 REBAR AT TOP MIN. (1) REQ'D a - o O 8F20-0B/1T U ¢ z C.M.U. Z O 8RF22-1B/1T g ° GROUTyC 'n z #5 REBAR AT BOTTOM OF LINTEL cw U O 8F24-1B/1T zo CAVITY�� BOTTOM REINFORCING PROVIDED O 8RF22-0B/1T 7-5/8" L IN LINTEL (VARIES) o O 8F24-0B/1T 8" NOMINAL WIDTH O 8RF30-1B/1T FILLED a" 8F3 2-1B/1T 1-1/2" CLEAR 0P 0 8RF30-013/1T ¢w 0 #5 REBAR AT TOP MIN. (1) REQ'D Z s 8F32 -OB/1T U U ¢ z C.M.U. "? W � O 8F38 -1 B/1 T °O 0 7 LOU L 06 0 8F12 -16/1T `-' z 0 8F40 -0B/1T �`----�` BOTTOM REINFORCING PROVIDED J Z 7-5/8" ACTUAL IN LINTEL (VARIES) n Ow 8F8 -0B/1T 8" NOMINAL WIDTH �+ j O UNFILLED z v W O a SAFE LOAD TABLE NOTES Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. F- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. o W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W= 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q 0 U � Q � d Zo a CO J 0Wp O F— O MWm I— 0(=jz Z � Q a Z p HCH STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 4DQ8 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., FROM DATA FROM AND LOTT'S CONCRETE THE FOLLOWING GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1. 2. 3. 4. 5. 6. 7 AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1 #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. () ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. (") 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. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN 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. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS V-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 S-2" 1217 2165/1969 6113/2931 8672/4576 10000 / 6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000 / 4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 - - -------- - 5'-2" 570 1232/1232 3480/2580 - 8360/3586 -- - - ---- 8825/4592 6'-2" 488 991/991 2661 /2143 5681 / 2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 639.013.302--- 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 4754/2489 ________2781_/194.6 10'-0" 292 567/454 1366/1277 2423 /1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 _ 1838 / 1_567 2883/2003 12'-0" 239 418/297 1075/1045 _ 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 — 2630/1738 13'-4" 0 328/0 1234/0 - 1779/0 2662/0 _ 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" _— 0 - - 284/0 __._._._._950/0 0 211/0 750_ /0 1379/ 0 1177/0 1997/0 1676 / 0 MATERIALS _ 13'-4" F - Q 0L CK W LU 18 -8 0 142 / 0 598 / 0 1114 / 0 1468/0 1. f'c PRECAST LINTELS = 3500 PSI. - W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. f'c PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981/0 1376 / -- 3. GROUTED PER ASTM C476 f g = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824 / 0 _ 1147 / 0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE o® 111111111/'e CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSL '� `�� ••®+ ®®,d`��r� u l M 2'-4" 1694/1694 3725/3280 5499/5421 - 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE•.• - 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ` y �. (�2 o ui 00 3'-0""-^----- 1230/1230 _ 2769/2769 4085/4085 -- : p; !Ja 'N J o IL 3'-4"� �os1 / 920 2769 / 1716 4085 /2839 LINTEL DESIGNATION SCHEDULE tw o �r �"'"' z Q : 2 U _4'-4" 846/833 2121 / 1716 3127/2839 F -FILLED WITH GROUT / ••:� � •�®�� _ w J 5'-4" 664/572 1761 / 1761 2595/2595 LINTEL - .• • .,•. O ¢ MARK 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U = UNFILLED R =RECESSED �� "••.0000, •' `a'' Z �_ 7.4° 480/322 1334 / 1334 1964 / 1552 QUANTITY OF #5 REBAR @ p` �j�� �C PR `� Q � __ O8RF6-1B/1T BOTTOM OF LINTEL CAVITY �101111111N�� m _j g'_4' 415 / 235 1152/1152 1694 / 1552 81=16-113/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 8F8-1B/1T �QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. c 8RF14-1B/1T NOMINAL HEIGHT O zo �16'-0L-04 LINTEL PLAN 1/811=11-011 O° 8F16-1B/1T NOMINAL WIDTH O O TYPE DESIGNATION;. s 8RF14-0B/1T 0 co N O 81=16-013/1T 1-1/2" CLEAR a 0 8F20-1B/1T (D i .. d _ #5 REBAR AT TOP MIN. (1) REQ'D a - o O 8F20-0B/1T U ¢ z C.M.U. Z O 8RF22-1B/1T g ° GROUTyC 'n z #5 REBAR AT BOTTOM OF LINTEL cw U O 8F24-1B/1T zo CAVITY�� BOTTOM REINFORCING PROVIDED O 8RF22-0B/1T 7-5/8" L IN LINTEL (VARIES) o O 8F24-0B/1T 8" NOMINAL WIDTH O 8RF30-1B/1T FILLED a" 8F3 2-1B/1T 1-1/2" CLEAR 0P 0 8RF30-013/1T ¢w 0 #5 REBAR AT TOP MIN. (1) REQ'D Z s 8F32 -OB/1T U U ¢ z C.M.U. "? W � O 8F38 -1 B/1 T °O 0 7 LOU L 06 0 8F12 -16/1T `-' z 0 8F40 -0B/1T �`----�` BOTTOM REINFORCING PROVIDED J Z 7-5/8" ACTUAL IN LINTEL (VARIES) n Ow 8F8 -0B/1T 8" NOMINAL WIDTH �+ j O UNFILLED z v W O a SAFE LOAD TABLE NOTES Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. F- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. o W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W= 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q 0 U � Q � d Zo a CO J 0Wp O F— O MWm I— 0(=jz Z � Q a Z p HCH STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 4DQ8 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. '� ao ; LLO ...-_ _ - M � °° .III —. L_� � M ,I (2) #5 BARS CONT. ' I i I I I (2) #5 BARS CONT. W/ 3" COVER TYP. 3III III CLEAN COMPACTED �' COVER . CLEAN COMPACTED W/ 3" COVER TYP31' COVER FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER 8 / a / / CONC. SLAB PER FOUNDATION PLAN w a 3/4"=1'-0" IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER LLI 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 U) REQ'D MIN 4" BELOW W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" FOUNDATION PLAN COVER TYP.Ao-( 1-1/2" COVER TYP. CONC. SLAB PER FOUNDATION PLAN 2 1/4"CONC. SLAB PER z CONCRETE SLAB PER w FOUNDATION PLAN Q FOUNDATION PLANz 2x PT SILL PLATE 2x P.T. 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LU z CD 4° ° --- U) i 1 d, ° I i ° ...I 4 °. � il I� 8 .°° 4. a I 1— 1 I— I -III ._..Li v ...I �., W co �,,ti-,� _ �,, — III. � >(2) _ ........- _ . LU 1 I. i 16" MIN.= COVER TYP. (2) #5 CONT. w/ 3 I -. 1'-4" (2) #5 BARS CONT. M W/ 3" COVER TYP. COVER TYP. I III -III—III— _ (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY Fil FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE AFO' TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=V-0" 3/4"=1'-0" #5 CONTINUOUS INTERIOR FINISH PER ® FILLED CELL PER PLAN WOOD POST PER PLAN -_.� ARCHS ON EA. SIDE OF FOR SIZE AND BASTE — _� #4 BAR @ 48" O.C. W/ WALL CONNECTION MIN. 32" BEND INTO 2 1/4" ------4+ 4 SLAB GARAGE TOP COURSE TO BE CHAIR BLOCKS. \ CONCRETE SLAB SEE P.T. BOTTOM PLATE ______ II `r ENTIRE BASE TO BE PLAN FILLED SOLID TOP VIEW CORNER SEE ELEVATION SEE PLAN FOR STAIR INFO. IF CONCRETE CMU BASE w/ (1) #5 -� �'� STAIRS ARE FORMED & CONC. SLAB PER VERTICAL @ EACH II i1 b POURED, PROVIDE (1) FOUNDATION PLAN GARAGE WALL I, i I III .° #5 @EACH STEP (MIN _/V7 V ^� BEYOND CORNER. SEE FLR':. \ IPLAN FOR BASE SIZE ' C #5 CONT. W/ 3" MIN : , 1 1/2" COVER) z COVER ON CHAIRS 1..: [ ° = — 'Ii 11i is DRIVEWAY BY w ¢ _._. SEE FOUNDATION FOR - 4 BUILDER- CONCRETE PAD SIZE ' w w n - 4— — �, OR PAVERS w I �.�.4 �. CONIC. SLAB OR :,_� > W ° 4 '° ae° PAVERS PER PLAN w UPLIFT CONNECTORS — ° SUCH AS SP's, H'S, AND ANCHOR BOLTS ARE _ —III III .. _ I _I --- CLEAN COMPACTED - ' NOT REQ'D ON WALLS 2'-0" - @ ° . _ NOT EXPOSED TO 8I Lx 8 THICKENED ARD _ UPLIFT FORCES. CLEAN COMPACTED DENSITY g" 3" COVER TYP. CLEAN COMPACTED - - _� �, SHEARWALLS @ EDGE w/ (1) #5 CONT. '�'� �' FILL 95% STANDARD FILL @ 95% STANDARD REQUIRE ANCHOR DENSITY &TERMITE DENSITY BOLTS PER PLAN. TREATED F1 THICKENED EDGE @GARAGE DOOR F1 FOOTING @ENTRY MASONRY COLUMN AF2 DEEP MONO INTERIOR STEP DOWN CONC. SLAB PER - FOUNDATION PLAN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS a BEARING SLAB STEP DOWN V) U) LU U w M SLOPE 3/4"=1'-0" c� ®� (1) #5 FROM FTG. TO Z (1) #5 FROM FTG. TO _ - Orf `'' C li TIE BEAM SPLICE TO a �� Z �~ TIE BEAM SPLICE TO - _j H �.. BE MIN. 25" GROUT a� v BE MIN. 25" GROUT - - - D CELL SOLID W O FOOTING AT INTERIOR BEARING 00 CELL SOLID -00 `o001ilF111/,, rn MASONRY WALL y MASONRY WALL • s o� �� Y dr�lr ®C9 xc s 1,LfI .rte LLIS � ©:JQ • • = Z U SEE PLAN I� SEE PLAN � a o U H � � CONCRETE SLAB PER CONCRETE SLAB PER U-1 _ -- FOUNDATION PLAN " FOUNDATION PLAN < r�� VARIES d ° SEE PLAN w m d d �° «� 8 , 1 - o U, ° GRADE ..--.. --... . GRADE z � w o _ _LIJ __ _ 00 UQ Lid '� ao ; LLO ...-_ _ - M � °° .III —. L_� � M ,I (2) #5 BARS CONT. ' I i I I I (2) #5 BARS CONT. W/ 3" COVER TYP. 3III III CLEAN COMPACTED �' COVER . CLEAN COMPACTED W/ 3" COVER TYP31' COVER FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER 8 / a / / CONC. SLAB PER FOUNDATION PLAN w a 3/4"=1'-0" IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER LLI 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 U) REQ'D MIN 4" BELOW W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" FOUNDATION PLAN COVER TYP.Ao-( 1-1/2" COVER TYP. CONC. SLAB PER FOUNDATION PLAN 2 1/4"CONC. SLAB PER z CONCRETE SLAB PER w FOUNDATION PLAN Q FOUNDATION PLANz 2x PT SILL PLATE 2x P.T. 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SLAB PER VERTICAL @ EACH II i1 b POURED, PROVIDE (1) FOUNDATION PLAN GARAGE WALL I, i I III .° #5 @EACH STEP (MIN _/V7 V ^� BEYOND CORNER. SEE FLR':. \ IPLAN FOR BASE SIZE ' C #5 CONT. W/ 3" MIN : , 1 1/2" COVER) z COVER ON CHAIRS 1..: [ ° = — 'Ii 11i is DRIVEWAY BY w ¢ _._. SEE FOUNDATION FOR - 4 BUILDER- CONCRETE PAD SIZE ' w w n - 4— — �, OR PAVERS w I �.�.4 �. CONIC. SLAB OR :,_� > W ° 4 '° ae° PAVERS PER PLAN w UPLIFT CONNECTORS — ° SUCH AS SP's, H'S, AND ANCHOR BOLTS ARE _ —III III .. _ I _I --- CLEAN COMPACTED - ' NOT REQ'D ON WALLS 2'-0" - @ ° . _ NOT EXPOSED TO 8I Lx 8 THICKENED ARD _ UPLIFT FORCES. CLEAN COMPACTED DENSITY g" 3" COVER TYP. CLEAN COMPACTED - - _� �, SHEARWALLS @ EDGE w/ (1) #5 CONT. '�'� �' FILL 95% STANDARD FILL @ 95% STANDARD REQUIRE ANCHOR DENSITY &TERMITE DENSITY BOLTS PER PLAN. TREATED F1 THICKENED EDGE @GARAGE DOOR F1 FOOTING @ENTRY MASONRY COLUMN AF2 DEEP MONO INTERIOR STEP DOWN CONC. SLAB PER - FOUNDATION PLAN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS a BEARING SLAB STEP DOWN V) U) LU U w M SLOPE 3/4"=1'-0" c� ®� LU Z xp Orf `'' C li S ZF- Z �~ O _j H �.. ZO a QEF. a� v LLI C) - - - D W O FOOTING AT INTERIOR BEARING 00 -00 `o001ilF111/,, rn ®o®oe1, .�, S,, LL o • s o� �� Y dr�lr ®C9 xc s 1,LfI .rte LLIS � ©:JQ • • = Z U fQ [C Z _ � W Q MASONRY WALL a,T SEE PLAN ••� ••,'`. ®"°® Z A`" �'� ����q••o°°�•�, ��� �' O CONC. SLAB PER ' (1) #5 FROM FTG. TO P �`a° yah m U_ FOUNDATION PLAN TIE BEAM MIN. 25" o ���0111lI1s1 n ' #5 CONT.PER MFG SPLICE GROUT CELL (' REINFORCEMENT SEE SOLID PER PLANS FOUNDATION PLAN FOR QUANTITY 0 t THRESHOLD PER MFG — — —'-- �. #5 x 25" x 25" CORNER d p., ° BAR, ONE FOR EA. U) W - r..� M---1 CONC. SLAB PER HORIZONTAL v -- _ — � � � ° ' ' � �� "f REBAR, TYP. U.N.O. tY I _.._._ _ ' FOUNDATION PLAN � ....... .�: � � _ ._— _ _ - � � F,^l_._ o U 0 — - (2) #5 BARS CONT. III-- III=III III = ,. SLOPE W/ 3" COVER TYP.; @ V-4" „ 2 -STORY CONDITION t PER MFG (3) #5 BARS w/ 20" SLOPE EXT. SURFACE WIDE FOOTING". OR GRADE 1/4" PER CLEAN COMPACTED o �� FOOT AWAY FROM cryo°' Q BUILDING FILL @ 95% STANDARD DENSITY ELASTOMERIC JOINT FILLER i TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL #F1' FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 1 \ 3/4"=1'-0" NOT USED TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION LL Ll 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE — FINISH PER ELEV. CENTERED AT PIPEIII 'I I I I I 8" C.M.U. FINISH PER PENETRATION -I FINISH FLOOR /— ELEV.I- FINISH FLOOR 1 PENETRATING PIPE PENETRATING PIPE GRADE SEE — - <s a PAN OR _ w , — A LOOP TIE (TYP.) b a 'Q ;__� SIZE & REINF. I:�I I I � i � iI — () z r I =III PIPE PERPENDICULAR TO I- NU -- -- 1 1 — _ �. L J;I i f PVC SLEEVE MIN. --_-_ _ _ — � FOOTING PER PLAN � �_I I_'�- � ..-- _-_- .. _.- ``L -_I .._I_ I I_ I- TOP (2) #5 x 4'-0" — !- z III _.-I, I L.- - -' CENTERED AT PIPE PVC OR SCH40 SLEEVE DIAMETER TO BE 2 =1 I — I I=1 I I- �' f -1 1 1 PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN -—I THAN THE FILL @ 95% STANDARD ( 11 SEE _DN PLAN PENETRATING PIPE (SIDE VIEW) DENSITY FOR SIZE I =:_II' 9.: & REINF. 1__ 4 PVC SLEEVE _ (FRONT VIEW) PIPE VERTICAL THRU FDN 4 TYPICAL FOUNDATION PENETRATIONS I _ 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the express 3/4"=1'-0" V) J Z xp Orf `'' C S ZF- Z �~ O _j �.. ZO a QEF. a� v LLI C) Z V D W O = LL _ � a o U H � � a� Z 0 0 –a A W 0 E— 0 a co R LLI 00 C) V LL. LLJ Z0 O F- STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: LR QC CHECK: MRB JOB No. TM 2153306 SCALE: AS INDICATED DATE: 10/26/2016 NOT USED SD1 ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. JI a.44 w J1 , , . 11 L a E > g Jj .. ENTIRE COLUMN TO a BE GROUT FILLED w w • .. U.N.O. U) � a e PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL F c 1) #5 VERTICAL IN F 3ROUT FILLED CELL (IF tEQ'D PER PLAN) F c JOTE: SEE MD08 ON INTEL PLAN FOR kDDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS - PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHII` ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP,' BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK OI COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=V-0" 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR 2x4 #2 SYP BLOCKING CENTERED STRUCTURAL BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, THREADED RO STRUCTURAL PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. ON I REQUIRED WH /16" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O C 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. ANCHOR. (1 st BOLT TO 77 BE 8" MAX. ABV. CURB, SHEARWALL REST EQ. SPACED (2) 2x TOP PLATE -24" O.C.) DT RACG DI A 1/2"= 1 1 _01V LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH IPER ELEV (2) - 8d EACH END END VIEW w/CMU HEADER (SEE PLAT` 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) Ix W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT: STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED Z' TITEN HD ANCHORS w/ MIN. 1 4" EMBED, FOR HOLLOW BLOCK OR 3 Z' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE —"- !x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ CHORD WITH (4) 10d I I16" (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ O.C. W/ 2x4 #2 SYP BLOCKING 3LOCKING ATTACH TO STRUCTURAL BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, FOR BEAM SIZE STRUCTURAL 2x PT BOTTOM SHEATHING ON BOTH 3. I SHEATHING ON BOTH /16" OSB W/ (2) 8d SIDES FROM TOP OF O.C. @ EACH SUCCESSIVE BUCK 4. SIDES FROM TOP OF JAILS WALL TO BOTTOM OF TBD BY BUILDER I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE I NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I Ix BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiFA_KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2; NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORC BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, SCAB IN EACH TRUSS ATTACHMENTS 2x PT BOTTOM THIS CASE. 3. IF NO WEB IS PRESENT SUPPLIED BY A/C BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" PRECAST LINTEL OR - O.C. @ EACH SUCCESSIVE BUCK 4. COMPANY (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (3) 10d NAILS TYPICAL 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) O ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S AT EACH TRUSS SPECS W W 2x4 'X' BRACE ACROSS LENGTH OF 77 SHEARWALL Z- (2) 2x TOP PLATE NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN (2) 2x #2 SYP SEE PLAN CHORD WITH (3) 10d TOP AND BOTTOM MI J NAILS (2) BAYS PAST A/C PRE-ENG.TRUSS PER O < LOCATION. MIN (3) BA IF OPENING PROVIDED 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYF TOENAILED TO EACH SIDE ROOFING MATERIAL DOUBLE TOP PLATE w/ MIN. 2x4 SPF #2 KNEE W Q 10d NAILS @ 4" O.C. Iii, Q a J STANDARD TRUSS - WALL w/ STUDS @ 16" I TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE I-- FRAMED WALL PER O PLAN 3/4"=1'-0" PRE -CAST LINTEL PER PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, °O z FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM O.C.& 6" FROM EACH ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, I STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN 2x PT BOTTOM THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x Q BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" PRECAST LINTEL OR - O.C. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) O ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S 0 SPECS 1/2"=11-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" x 8" ANCHOR BOLT KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS IB01 A/C IN TRUSSES 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END ®®®`®%%IIIIIIlot O/®�®® r®��®/ ®o•0000®o•®o®® ��/®�® d STRUCTURAL SHEATHING ' OR TITEN HD @ 32" °O z (2) 2x #2 SYP SEE PLAN O.C.& 6" FROM EACH p. G.j �y FOR BEAM SIZE END I W ; 4[ yd `r 2x PT BOTTOM CONNECTION PER I PLATE Q STD. CONNECTOR PRECAST LINTEL OR - y :• O �; r„W �� Q KNOCK OUT COURSE a �O°••.°.fit•°°••�C, :o`er`Q MASONRY WALL FRAME OUT TO BLOCK EDGE BUILDER FRAME �® �c Oa`� ®® O RADIUS AS REQ'D 0 KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS IB01 A/C IN TRUSSES 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END ®®®`®%%IIIIIIlot O/®�®® r®��®/ ®o•0000®o•®o®® ��/®�® d STRUCTURAL SHEATHING ' �'�� '•• �`j2 e LLj CID °O z p. G.j �y TYP. TRUSS TO FRAME I W ; 4[ yd `r CONNECTION PER ;'j %; Q STD. CONNECTOR y :• O �; r„W �� Q NOTES a �O°••.°.fit•°°••�C, :o`er`Q FRAME OUT TO BLOCK EDGE �® �c Oa`� ®® O 0 lIIIIIII`, m W W 06 77 W Q Z- (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN J FOR BEAM SIZE (ONLY PRE-ENG.TRUSS PER O < z IF OPENING PROVIDED 1, PER PLAN) U Q ROOFING MATERIAL MIN. 2x4 SPF #2 KNEE W Q vi �- Iii, Q a J % WALL w/ STUDS @ 16" I SEE FRAMING PLAN I-- 6 O V O.C. w/ STRUCTURAL I _.- _ SHEATHING FROM SEE ELEVATION a 7"'0 TOP OF WALL TO TOP OF MASONRY ..a _ a OVERHANG INFO BOTTOM OF WALL. IZ RE. ELEV. ATTACHED PER NAILING SCHEDULE CC II'ill'II'IId ,+ ,f'`^ OTHERWISE SP2 CLIPS c I 0 AT TOP AND SP1 CLIPS .. AT BASE ARE REQ'D o 0 Q a a to KNEEWALL OVER MASONRY WALL Oil � 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. a (n CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > Q CLEAR BETWEEN FLUE LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT —� B ROOF SHEATHING FOR STRAP F TOP OF CHIMNEY MIN. &FRAME FLOOR PLAN � O - V O a 2 0" ABOVE A POINT A O C CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING Vi LL! a NEAREST ROOF PRECAST CONC. OR EXT. SHEATHING POWERS STEEL SILL PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER TYP. @ALL WINDOWS O �W.. 0 TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS % /' DOUBLE TOP PLATE A.. . T BELOW AND CONNECT w/ HTS20 @ 32" O.C. / 2x4 FRAMED CRICKET �� EXT FINISH PER PLAN 0 = Z 2x4 VERTICAL @ 24" - W/ GALVANIZED �- U ..�� E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d NAILS TO BOTTOM + + FLASHING W >_ Q O CHORD & (3) 10d NAILS + �' -5Q = F 2x PLATES OVER ROOF DECK PER VALLEY H A / K TO TOP CHORD; NOTE FRAMING DETAIL / IF WALL HEIGHT IS MAIN FLOOR O (4) 16d COMMONS ELEV 0'-0" G DOUBLE TOP PLATE % B USE 2x6 SYP #2 STUDS + * NAILED @ EACH END CONC. SLAB - VERT REINF. BEYOND + SEE FOUNDATION I — — _-- STRUCTURAL ENG: CFG /BED SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO - I I Imo- DRAFTING: 16d COMMONS END RAFTER j 2x4 BLOCKING W/ (2) **+ NAILED TO VERTICAL i...! �!. - MASONRY WALL PER STRUCT: LR COMMON TRUSS PER PLAN OR CONV. FRAMING w/ND ROOF NAILED TO VERTICAL �= �' / �/ s E 16d COMMONS END PLAN QC CHECK: MRB 2x4 - - - -- J STRUCTURAL SHEATHING PER PLAN A a NAILED FOR FTG INFO SEE FOUNDATION FINISH PER ARCHSFIN 2x4's + + JOB No. TM - 2153306 ' / + + CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 f/ G SCALE: AS INDICATED TRUSS PER PLAN K RAFTERS w/ (2) LAYERS 3J4" CDX SHEATHING HEADER DATE. 10/26/2016 NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL fiso TYPICAL ONE STORY CMU WALL SECTION 1/4"=1'4" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" SD2 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited. 3/4"=1'-0" I �^ I VJ Q z 0 W 06 ` W Q Z- �3 rn p ffi J PRE-ENG.TRUSS PER < z PLAN, 24" O.C. MAX U Q ROOFING MATERIAL W Q vi �- PER ARCHS a J % Z I SEE FRAMING PLAN I-- W O V FOR CONNECTION INFO SEE ELEVATION W W TOP OF MASONRY SEE ARCH PLANS FOR _ OVERHANG INFO s RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID Q 0 � 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. a (n CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > Q CLEAR BETWEEN FLUE LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT —� B ROOF SHEATHING FOR STRAP F TOP OF CHIMNEY MIN. &FRAME FLOOR PLAN � O - V O a 2 0" ABOVE A POINT A O C CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING Vi LL! a NEAREST ROOF PRECAST CONC. OR EXT. SHEATHING POWERS STEEL SILL PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER TYP. @ALL WINDOWS O �W.. 0 TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS % /' DOUBLE TOP PLATE A.. . T BELOW AND CONNECT w/ HTS20 @ 32" O.C. / 2x4 FRAMED CRICKET �� EXT FINISH PER PLAN 0 = Z 2x4 VERTICAL @ 24" - W/ GALVANIZED �- U ..�� E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d NAILS TO BOTTOM + + FLASHING W >_ Q O CHORD & (3) 10d NAILS + �' -5Q = F 2x PLATES OVER ROOF DECK PER VALLEY H A / K TO TOP CHORD; NOTE FRAMING DETAIL / IF WALL HEIGHT IS MAIN FLOOR O (4) 16d COMMONS ELEV 0'-0" G DOUBLE TOP PLATE % B USE 2x6 SYP #2 STUDS + * NAILED @ EACH END CONC. SLAB - VERT REINF. BEYOND + SEE FOUNDATION I — — _-- STRUCTURAL ENG: CFG /BED SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO - I I Imo- DRAFTING: 16d COMMONS END RAFTER j 2x4 BLOCKING W/ (2) **+ NAILED TO VERTICAL i...! �!. - MASONRY WALL PER STRUCT: LR COMMON TRUSS PER PLAN OR CONV. FRAMING w/ND ROOF NAILED TO VERTICAL �= �' / �/ s E 16d COMMONS END PLAN QC CHECK: MRB 2x4 - - - -- J STRUCTURAL SHEATHING PER PLAN A a NAILED FOR FTG INFO SEE FOUNDATION FINISH PER ARCHSFIN 2x4's + + JOB No. TM - 2153306 ' / + + CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 f/ G SCALE: AS INDICATED TRUSS PER PLAN K RAFTERS w/ (2) LAYERS 3J4" CDX SHEATHING HEADER DATE. 10/26/2016 NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL fiso TYPICAL ONE STORY CMU WALL SECTION 1/4"=1'4" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" SD2 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited. 3/4"=1'-0" SIMPSON F..,.r, DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d END NAILS EA. END OL VARIES RAKED DOUBLE TOP - PLATE CEILING NAILER AS — REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" w (D p 2'-0" MAX. 1'-9" MAX. FIELD FRAMED VALLEY DETAIL 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H k— ---- UP TO 4'-8" BRACE TO PLATE TRUSS BOT. CHORD (1) 2x4 BRACE y (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE 3 1/4" HOLD 1/2" J -BOLTS w/ 0 W ECT TO DROP ROOF SHEATHING (TYP.) (END NAIL PLTS. WITH H2.5 CLIP. PT 2x8 PLT., CANT. FOR PER PLAN TO STUD) WASHERS (MIN. 7 -0" O.H. TRUSS PER PLAN -- U) 2x FASCIA w (2) 16d CLG. NAILING SURFACE;01 Q 2x4 END NAILS @ EA. EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ a 24" O.C. Q OUTLOOKER BLOCKING @ 24" O.C. 00 END EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W/ (2) 12d END NAILS BRACE TO LEDGER w HOLD WALL 3-1/2" @ EACH END MAX. ATTACHMENT w/ (3) 10d= DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN O TOENAILS EA. END 111 U) HEADER PER PLAN IF PROVIDE 16d NAILS NAILS @ EACH WEB REQ'D. MIN (1) JACK &EXTERIOR A GABLE END TRUSS TO XQ M 2x TOP PLATE TO SHEATHING. (1) KING STUD w/ SIMPS. L` TRUSS PER PLAN PLT.@12" O.C. MAX. <4 = U GABLE END W/ 16d �I LSTA18 HEADER TO o m NAILS @ 6" O.C. FROM TOP OF WALL STUDS TYP. BASE O FRAMING FOR FALSE L L TO BOTTOM CONNECTION CMU WALL OR LINTEL m: = BEAM, IF REQ'D w/ (3) — BELOW 2x8 #2 SPF STUDS AT SHEATHING PER PLAN HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS BRACE O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ ---/t 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. #5 CONT. SINGLE BASE & TOP ANCHOR BOLT OR SIDE OF EA. STUD. PLATE w/ PLYWOOD FALSE BM PER PLAN TITEN HD @ 32 O.C. & SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION CONDITION @ CMU ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d END NAILS EA. END OL VARIES RAKED DOUBLE TOP - PLATE CEILING NAILER AS — REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" w (D p 2'-0" MAX. 1'-9" MAX. FIELD FRAMED VALLEY DETAIL 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :E 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING 3/4"=1'-0" WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR TRUSS WITH (3) 12d TOENAILS. O.H. SIZE CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM — STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. 45° 0 CONT. 2x4 -2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART -GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS Cc EA.DIAG. AS SHOWP FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING A PROVIDE 2x4 BRACL W I-- FHING PER PLAN E O.H. IS > V-0", END GABLE w/ FOR NAILING JOKERS @ 24" z O RUN BACK TO (2)16d NAILS PLT. TO O JMMON TRUSS NAILS, TOENAILED @ (3) 12d TOENAILS. 0 W ECT TO DROP ROOF SHEATHING (TYP.) (END NAIL PLTS. WITH H2.5 CLIP. PER PLAN TO STUD) -0" O.H. TRUSS PER PLAN -- U) 2x FASCIA w (2) 16d Q 2x4 END NAILS @ EA. 2x4 #2 SYP P.T. a 24" O.C. Q OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOENAILS —\ END FHING FASTEN W/ (2) 12d END NAILS GABLE END TO EA. ADJ. DIAG.------------ PER PLAN A SHEATHING FASTEN FASTEN TO DIAG.w/(2) v W PER PLAN. 16d NAILS. SPLICE AS REQ'D Q PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 12d (2)16d NAILS PLT. TO NAILS, TOENAILED @ STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN -- DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. X X NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOENAILS —\ SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d Lj HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK &EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN Q ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE W TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN""" IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. - META16 TITEN HD @ 32 O.C. & CENTERED BETWEEN FROM EACH END FRAME AND6" DETAILMIJ WALL SPLICE DETAIL WALL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING — 2x8 RIDGE BOARD -- 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. — FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW — FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. I TRUSS PER PLAN "IPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP \TE USS PER PLAN �--- 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 AT 24" O.C. WALL SHEATHING PER - LAY 2x4 BLOCKING PLAN LINTEL PER PLAN OVER THE TOP OF THE BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL SIMPSON H10A DIAG.0 TO BLOCKING e �� °® °°1"o�it�}'si W CO GABLE BRACING @ 48' z- W ° p aJ PROVIDE 2x BLOCKINGS' �-. 4;� �. J -Q O.C. MAX. 45° FROM FOR NAILING o" sv O; Zp J HORIZONTAL (+/- 10°) y'•, ;" �Q.� �w Q BRACE NOT REQUIRED ® °°•• 6' FROM EAVES. TRUSS PER PLAN �� ° '®Q ��°a - r O SEE PLAN FOR l t 6x111, m L SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS U O @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN Wc IllCONNECTION DETAIL MINIM FOR REQ'D cv CONNECTIONS MAY ALSO BE MASONRY) w M ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** �, l >0 o z ow Q GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" TYPICAL HEADER DETAIL (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE ♦ ) J � SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. Cn � OUTLOOKER OR CONY. FRAME OR < W SHEATHING VALLEY TRUSSES PER c °oof CANTILEVER PLAN 06 Z �` W z� 0 z GABLE TRUSS Q EXT. SHEATHING; oda �/ ATTACH PER NAILING .'�- L.L U 6 N F SCHED. Awe. W Q (2) 16d NAILS TO EA. W z Z Z COMMON TRUSS � J 0 W SIMPSON META16 @ LU 32" O.C. GABLE TRUSS W TO MASONRY. AT MAIN SPAN ROOF W WOOD WALL TRUSS U)LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY GEO GABLE END AT VALLEY FRAMING Q o 3/4"=1'-0" (� (� CD 11 E � ~ t— ZJ0 0 C) d' LUI 1W WLU 0 1 0 H0 a 2inR 0=Z V J V LL � Z Qa= Q H H CL STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 NOT USED 1/2"=1'-0" I \ / 3/4"=1'-0" 1/2"=1'-0" I \ / COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited, SD3 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. i DOUBLE 10d @ 3" O.C. F TOP SPLICE 2x4 BEYOND AGAINST —� `° 10d x 3" COMMON OPP. w= W 2E 48"MSN 2x8 STUDS II II II U) o AT CORNER ATTACH 2x STUDS TO Q TO LEDGER IIII z TOP PLATE W/ (4) 16d 0 I I II IIII IJL A _IL= o p� 0 in NAILS ((2) ON EA. SIDE) U U)O Nn E U_0 NAIL BOTTOM PLATE TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO `" U CUT TO FIT a CONDITIONS TOP PLATE W/ (4) 16d TO CORNER STUD PACK w/ (4) 10d NAILS Q CONDITION @ FRAME WALL PLAN FOR ADDITIONAL NAILS ((2) ON EA. SIDE) INFO SIDE VIEW @ BASE OF POST 2x8 STUDS PER y TYP. AT ALL EXTERIOR 3/4"=1'-0" FRAMING PLAN CONDITIONS TOP SPLICE BOTTOM SPLICE OVER STUD DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL DOUBLE 2x8 TOP — — TOP PLATE TRANSITION PLATE TYPICAL TOP PLATE SPLICE @ BRG. WALL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3" COMMON Q 2 1/2" z w 1 1/2" z w NW oj lo c— N N N 10d x 3" COMMC OVERLAP TOP PLATE 10d x 3" COMMON OPP. w= W 2E IIII II II II U) o AT CORNER SIDE Q TO LEDGER IIII z = 0 I I II IIII IJL A _IL= o p� 0 in _IL _-- — U U)O Nn E U_0 NAIL BOTTOM PLATE z ABU POST BASE PER `" U CUT TO FIT a 5/8" THREADED ROD w/ O.H. SIZE TO CORNER STUD PACK w/ (4) 10d NAILS Q CONDITION @ FRAME WALL PLAN FOR ADDITIONAL 00 INFO SIDE VIEW @ BASE OF POST TOP PLATE CORNER TRANSITION W (2) 2x4's (2) 2x6s TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 3/4"=1'-0" % 1-1/2"=1'-0" 2x DBL TOP PLATE MIN, 15/32" EXP 1 SHEATHINGSHEATHING PER PLAN BEYOND 72 INSTALLED VERTICALLY. 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 U_ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING -_ - -_ -_ - -_ - v 0 (1) ROW OF 8d COMMON NAILS @ 3" O.C. A' =NAIL SPACING 6 - I a = w O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON ",'f 20 SCI OV SC, II I I II II II o w l U) NAILS @ 3" O.C. 1/2" A 1/2" r<F G<r� R0 0O FASTENPER PLAN EATHING,"1& F- a°-. T z = O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d h'OF SS h'O SS III-�I--�ll_---------- �� COMMON NAILS @3"O.C. -- - o OiSr III III II II I WALL SHEATHING o i O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL p III III II II I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A DETAIL. MAX 1/8" ... 1/2" 2x4 FRAMING @ 24" III OPENING III II I I I I SPACE BETWEEN w Uj 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. III III 4 II PANELS = O COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS } @ 4" O.C. PROVIDE (4)10d x3" III 3 II I II II _j � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT PER -ENG TRUSSES — _ J 2x SCAB w/ 10d NAILS HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2 S O.C. III TYP. III II II II O STUD PER PLAN AROUND 2x STUDS BEYOND, " O TOP &BOTTOM III III II II II F- SHEATHING SPLICE, OPENING SEE PLAN FOR MORE cy � 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES III III II II II 0 C 0 u a EDGE DISTANCE PER VjAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT INFO E- z � O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN — 2x FASCIA PER PLAN 2x FASCIA IIIT _TI --_71— FIII II II I w= W 2E IIII II II II U) o I I II IIII LEDGER Q TO LEDGER IIII II II II = 0 I I II IIII IJL A _IL= o p� 0 in _IL _-- — --IL — _------- U)O Nn E U_0 — — — — FLOOR SYSTEM ( ABU POST BASE PER `" U CUT TO FIT 2x BOTTOM PLATE 5/8" THREADED ROD w/ O.H. SIZE OPENING SIZE 1 BEYOND SEE PLAN CONDITION @ FRAME WALL PLAN FOR ADDITIONAL SHEATHING DIAGRAM INFO SIDE VIEW @ BASE OF POST F1 EXTERIOR SHEATHING SCHEDULE CD0 CORNER COLUMN FRAMING 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS JOINT, MAX. 1/8 GAP LEDGER PER PLAN TO LEDGER O.C. MAX.; - 2x4 PT LEDGER W/ TO GABLE END STUDS 00 o NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE O.C. PLAN 2x4 SYP #2 OR 2x4 BLOCKING PLACED SEE ELEV. FOR ABU POST BASE PER SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE 5/8" THREADED ROD w/ O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiFf TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR DOUBLE TOP PLATE MORE INFO & MORE INFO & w 2 / (2) 16d END NAILS ^^% A ^\ T�� Y� CONNECTION CONNECTION EACH END PRE-ENGINEERED ' l� ROOFTRUSS-SEE FRAMING PLAN FOR SPACING EXTERIOR SHEATI SEE PLAN FOR NAIL PER PLAN CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING r -..1-n / 1 SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x STRAP IS NOT REQUIRED. UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING �/ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. TO STUDS OR BEAM w/ EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND SDS SCREWS @ 116" NAIL AS SHOWN (5) 10d O.C. MAX.; NAILS PER PLY TO GABLE END STUDS 00 o EXT. BEAM PER PLAN HTS20 CLIP FROM SDS SCREWS @ 116" POST TO BEAM O.C. MAX.; PLAN VIEW @ TOP OF POST TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR PT POST PER PLAN PRE-ENGINEERED ABU POST BASE PER ROOF TRUSSES @ 24" PLAN O.C. MAX. 5/8" THREADED ROD w/ DESIGNED FOR NUT SET IN ADHESIVE SHINGLE ONLY SEE FOUNDATION 1Q i i PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST CD0 CORNER COLUMN FRAMING SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS L L4" U.V. W/ cx 1x4 iF1 SNr (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. CORNER CONDITIONS :� WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS STRAP AROUND w — LINTEL w/ (2)ROWS OF + `+ '+ (4) 12d NAILS EACH EACH END TALLER STUD)-._ 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x TOENAILS INTO OTHER SEE WALL CLIP DETAIL TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO SEE FLOOR PLAN FOR LINTELS LINTELS MORE BRG. WALL INFO LINTEL PER PLANSLOPE AS REQ'D LINTEL PER PLAN - SLOPE AS REQ'D LINTEL PER PLAN 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" (2) 2x TOP PLATE TAPCONS @ 12" O.C. _ TAPCONS @ 12" O.C. SPACED EVENLY SPACED EVENLY ATTACH 2x TO VERTICALLY VERTICALLY 2x6 BUILT-UP W/ (2) ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY BUILDER BUILDER BUILDER F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM 603 HEADER @ POCKET SLIDER 1/2"=11-0" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/2" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z' SIMPS. SD� SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 12 1/4" x 2 3/4" TAPCONS Al 12" O.C. SEE PLAN SIMPSON H3 CLIP - SHEATHING PER PLAN 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/2" SIMPS,7 CONV. FRAMED SDS SCREWS @ 116" MEMBERS ONLY O.C. MAX.; � TO GABLE END STUDS 00 o w/ (2) 1/4" X 3'/Z' SUMPS. 4'-0" MAX. oo LVJ SDS SCREWS @ 116" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY (SDO1 TYPICAL SHED ROOF DETAIL 1 /2"=1'-0" 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1 /2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION LIN I EL l PL POCKET SGD ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER 10d x 3" 10d x 3" OPP. SIDE kNCE PER 3/4"=1'-0" I \�% 1/2"=1'-0" ( I ,COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. ROOF SHEATHING, FASTEN PER PLAN 1111111111 I �X ��� �� '///fill nse ��O � m � 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS O MEMBER, TYP. (MAX. f� 24" O.C.). IF MASONRY, 1�1- 0 ,��� co USE (2) 1/4" TAPCONS P''i ?iti w/ MIN. 2" EMBED. @ U I;IiIIII`, 24" O.C. r .. O M UTRUSS PER PLAN w o O „ L) WOOD/MASONRY z WALL OR TRUSS, SEE`' G PLAN (TRUSS SHOWN) Q o Q a Q VJ rn U,' x Q o 06 W z' 2x8 TO UNDER SIDE OF Z ¢ a ROOF SHEATHING n/ Q W W Q `� z��� 2x8 #2 SPF VERTICAL Z 0 @ 24" O.C. w/ EXT. W SHEATHING PER rn NAILING SCHEDULE & W V (4) 12d NAILS EACH W TRUSS MEMBER (TOP Lu AND BOTTOM CHORDS Ub U) ALONG W/ WEBBING) im 2x8 w/ (2) 10d NAILS @ EACH VERTICAL Q o 1/2"=11-0" (� Q r Zoo O � oet W IxWO 1 OHO �Wm LLJCU AZO �. CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 SD4 •° ,tom co ®Z � 00 o oo LVJ �X ��� �� '///fill nse ��O � m � 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS O MEMBER, TYP. (MAX. f� 24" O.C.). IF MASONRY, 1�1- 0 ,��� co USE (2) 1/4" TAPCONS P''i ?iti w/ MIN. 2" EMBED. @ U I;IiIIII`, 24" O.C. r .. O M UTRUSS PER PLAN w o O „ L) WOOD/MASONRY z WALL OR TRUSS, SEE`' G PLAN (TRUSS SHOWN) Q o Q a Q VJ rn U,' x Q o 06 W z' 2x8 TO UNDER SIDE OF Z ¢ a ROOF SHEATHING n/ Q W W Q `� z��� 2x8 #2 SPF VERTICAL Z 0 @ 24" O.C. w/ EXT. W SHEATHING PER rn NAILING SCHEDULE & W V (4) 12d NAILS EACH W TRUSS MEMBER (TOP Lu AND BOTTOM CHORDS Ub U) ALONG W/ WEBBING) im 2x8 w/ (2) 10d NAILS @ EACH VERTICAL Q o 1/2"=11-0" (� Q r Zoo O � oet W IxWO 1 OHO �Wm LLJCU AZO �. CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS —� SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, - WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING Y SEE PLAN:::: i LINTEL AS PER PLAN 4 . LINTEL AS PER PLAN WD. HD. HT. , SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONi FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE NO MOISTURE " FRAMING PLAN FOR BARRIER (FELT PAPER " LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER O.C. FRAMING PLAN FOR PLAN FOR SIZE AND / CONNECTIONS REQ'D # OF STUDS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 1 O TO 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE USE SIMPSON MSTCM60 STRAP W/ ` ��- REFER TO PLAN FOR (20) 16d SINKERS & (14) "« BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS "« INFO. FOR TRUSSES 20" TO «« 26" DEEP PRE -ENG. FLOOR "« SCIF TITENS ARE NOT IN SYSTEM - IF NO FLOOR SYSTEM INSTALL LINTEL COURSE OR « KNEEWALL & PROVIDE INTO FILLED CELL USE " SOLID BLOCKING 1/4" X 1 3/4" TITENS) « UNDER COLUMN U.N.O. « FLOOR TRUSS PER PLAN ABOVE PROVIDE SOLID BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS 11 FOR / OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR TRUSS MASONRY WALL SEE NOTE: ALL FLOOR PLAN FOR MORE INFO TRUSSES TO BE P.T. IF NO MOISTURE fiS�0TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED 3/4"=1'-0" REFER TO PLAN FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE INFO. BEARING WALL PER PLAN BEYOND A A COLUMNS SEE FLOOR FRAMING PLAN FOR FLOOR ----- MID -HEIGHT BLOCKING SYSTEM INFO. PER BEARING WALL TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ 11 10d TO PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS DOUBLE 2x TOP PLATE TOE NAILS AT EA. END OF SILL (MAX OPEN'G A KNEEWALL SOLID SHEATHING @ e®e�a,00r��Ae®e� 2x BOTTOM PLATE 0) 3/4"=1'-0" HEADER ___..----- 1/2" DIA. THREADED 3/4" FLOOR SHEATHING SP8 @ 2x8 STUDS) S1 CANTILEVERED FLOOR TRUSS CONNECTION SIMPSON SP4 w/ (6) 1 O (2) 16d NAILS @ 6" O.0 ATTACHED PER STRAPS CENTERED @ << SyPFT x1-1/2" @ 24" O.C. (USE FLOOR PLAN FOR MIN. NAILING SCHEDULE SIMPSON LSTA30 w/ 2x CRIPPLE STUDS SP6 @ 2x6 STUDS & SIMPSON LSTA30 FLOOR w/ (14) 1 Od STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° ❑ ANGLE) W/ (22) 1 O 2 -STORY WALL ANGLE) W/ (22) 1 O ' NAILS. BEND STRAP(2) 2x SPF TOP PLATE NAILS. BEND STRAP OVER TOP PLATE MIN. - - U.N.O. ON PLAN OVER TOP PLATE IMIN. SIMPS. MSTAM36 w// 3", THEN RUN DOWN •, 3", THEN RUN DOWN INFO. FACE OF JAMB STUDS/ (7) 10d NAILS & (4) 1/4"1�-_ HEADER - SEE 2ND FACE OF JAMB STUDS/ ;' HEADER FLOOR W/ (14) 1 O FLOOR PLAN FOR MIN. HEADER EXTERIOR SHEATHING HEADER SIZE & REQ'D NAILS FROM TOP OF WALL MASONRY WALL JAMB STUDS FOUNDATION PLAN EXTERIOR SHEATHING ( ) W I- FLOOR TRUSS SEE TO BOT. RIBBON, NAIL STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL U.N.O. CONNECTION INFO.. --' IF HEADER IS UPSET TO BOT. RIBBON, NAIL (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN FLOOR GIRDER OR w/ 2x CRIPPLE STUDS - LOWER: (1) 2x SILL BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 1 O STUD PACK w/ 1 Od TOENAILS. EXT. NAILS @ 8" O.C. THEN= HEADER OPENINGS STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TYPICAL GIRDER COL. (d) HIGH BEAM ATTACH SILL w/ 0 1 O SILL PLATE w/ 2 10d (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 1 Od NAILS SCHEDULE TOE NAILS AT EA. END OF SILL (MAX OPEN'G A KNEEWALL HEADER e®e�a,00r��Ae®e� O TOENAILS. OPENING LARGER THAN 4FT: (2) 0) 3/4"=1'-0" ATTACH 2x STUDS W/ ___..----- 1/2" DIA. THREADED (2) SIMPSON LSTA18 SP8 @ 2x8 STUDS) S1 CANTILEVERED FLOOR TRUSS CONNECTION 2x SILL PLATE w/ A35 (2) 16d NAILS @ 6" O.0 ROD WITHIN 6" FROM STRAPS CENTERED @ CLIP AT EA. END FOR �. CONCRETE SLAB FLOOR PLAN FOR MIN. doCi � * CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS JAMB STUDS COL; SEE BRIG WALL/ FLOOR w/ (14) 1 Od -- CRIPPLES @ 16" O.C. AT EA. END NAILED TO ❑ THAN 4' BUT LESS THAN 6' 2 -STORY WALL NAILS ' STUD PACK w/ 1 Od (2) SIMPSON LSTA18 - SECTION FOR MORE (2) SIMPSON META16 SIMPS. MSTAM36 w// •, STRAPS CENTERED @ INFO. (7) 10d NAILS & (4) 1/4"1�-_ ;' T&B) FLOOR W/ (14) 1 O FLOOR TRUSS TO " \ NAILS �— REFER TO MASONRY WALL FOUNDATION PLAN (3) 2x STUD PACK FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.0 1/8" GAP BETWEEN SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E PLAN MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 1 Od TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 1 O TOENAILS T&B (PLYWOOD SHEATHING REQ'D W Q D 11111111110 TOE NAILS AT EA. END OF SILL (MAX OPEN'G A KNEEWALL HEADER e®e�a,00r��Ae®e� O TOENAILS. OPENING LARGER THAN 4FT: (2) 0) 3/4"=1'-0" yFFr WIDTH 4'-0"). USE A35 "�� __ SP8 @ 2x8 STUDS) S1 CANTILEVERED FLOOR TRUSS CONNECTION 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW U.N.O. ON PLAN WATERPROOFING. NO = _ - CLIP AT EA. END FOR �. CONCRETE SLAB FLOOR PLAN FOR MIN. doCi � * CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS JAMB STUDS OPENINGS GREATER -- CRIPPLES @ 16" O.C. AT EA. END NAILED TO ❑ THAN 4' BUT LESS THAN 6' Q w/ (2) 1 Od TOENAILS T&B (PLYWOOD STUD PACK w/ 1 Od NAILS @ 8" O.C. THEN SIMPS. MSTAM36 w// SHEATHING REQ'D STUDS @ 16" O.C. (7) 10d NAILS & (4) 1/4"1�-_ T&B) ATTACH SILL w/ (2) 1 O " IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 1 Od TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 1 O TOENAILS T&B (PLYWOOD SHEATHING REQ'D W Q D 11111111110 SOLID SHEATHING @ A KNEEWALL HEADER e®e�a,00r��Ae®e� SIMPSON SP4 w/ (6) 10d 0) x1-1/2" @ 24" O.C. (USE yFFr SP6 @ 2x6 STUDS & oo SP8 @ 2x8 STUDS) S1 CANTILEVERED FLOOR TRUSS CONNECTION (2) 2x SPF TOP PLATE ' PROVIDE ADEQUATE = ° U.N.O. ON PLAN WATERPROOFING. NO = _ - HEADER - SEE 2ND �. CONCRETE SLAB FLOOR PLAN FOR MIN. doCi � * HEADER SIZE & REQ'D U JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 1 Od TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 1 O TOENAILS T&B (PLYWOOD SHEATHING REQ'D W Q D 11111111110 X 2 1/4 TITENS, IF .« SEPARATE SHEATHING TOE NAILS AT EA. END IT&B) °� �[ P z:� O FLOOR TRUSSES ARE "' UNDER WINDOW OF SILL (MAX OPEN'G �� � (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 m SIMPS. MSTCM60 " CLIP AT EA. END FOR STRAP w/(20) 16d «' OPENINGS GREATER SINKERS & (14) 1/4" X 2 "« THAN 4' BUT LESS 1/4" TITENS INSTEAD. «« - THAN 6' Q (IF TITENS ARE NOT IN LINTEL COURSE OR \ \ "' SIMPSON LSTA30 w/ • �" 4''"� INTO FILLED CELL USE "" 2x TOP &BOT. (ABO1 Od VE PLO ST UDN.O. \ C� RIBBONS, CONT. o j6 1/4" X 1 3/4' TITENS i t-� O NOTE: ALL FLOOR ,« TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED (4) 2x STUDS SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CMU WALL BELOW PER DETAIL INCDICATED CONNECTION ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO fi_S_0'�HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" % 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS, SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR - AGAINST TRUSS � 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 17L2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12' O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2)12d ( ) 2 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN END 7. 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) TRUSS OR FIELD FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRIG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION CMU CMU (MAX) CONNECTOR (2) ROWS 8d NAILS SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR @ FOR HANGER 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL - SHEATHING TO EA. IN GARAGE I I - (1) ROWS $d NAILS @ IN GARAGE I SHEATHING TO _ SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE — 1/8" GAP BETWEEN AT WOOD SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2 4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS OR SIM) IS PROVIDED A KNEEWALL OR SIM) IS PROVIDED e®e�a,00r��Ae®e� OR SIM) IS PROVIDED 0) TALL) (60/15/5 MIN. ".v �t� W oo STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION ' PROVIDE ADEQUATE = ° SIM. END CONDITION WATERPROOFING. NO = _ - �. CONCRETE SLAB LINTEL PER PLAN doCi � * � U .O • c < =1 Z ❑ Q X 2 1/4 TITENS, IF .« SEPARATE SHEATHING TOE NAILS AT EA. END IT&B) °� �[ P z:� O FLOOR TRUSSES ARE "' UNDER WINDOW OF SILL (MAX OPEN'G �� � (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 m SIMPS. MSTCM60 " CLIP AT EA. END FOR STRAP w/(20) 16d «' OPENINGS GREATER SINKERS & (14) 1/4" X 2 "« THAN 4' BUT LESS 1/4" TITENS INSTEAD. «« - THAN 6' Q (IF TITENS ARE NOT IN LINTEL COURSE OR \ \ "' SIMPSON LSTA30 w/ • �" 4''"� INTO FILLED CELL USE "" 2x TOP &BOT. (ABO1 Od VE PLO ST UDN.O. \ C� RIBBONS, CONT. o j6 1/4" X 1 3/4' TITENS i t-� O NOTE: ALL FLOOR ,« TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED (4) 2x STUDS SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CMU WALL BELOW PER DETAIL INCDICATED CONNECTION ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO fi_S_0'�HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" % 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS, SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR - AGAINST TRUSS � 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 17L2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12' O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2)12d ( ) 2 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN END 7. 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) TRUSS OR FIELD FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRIG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION CMU CMU (MAX) CONNECTOR (2) ROWS 8d NAILS SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR @ FOR HANGER 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL - SHEATHING TO EA. IN GARAGE I I - (1) ROWS $d NAILS @ IN GARAGE I SHEATHING TO _ SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE — 1/8" GAP BETWEEN AT WOOD SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2 4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS id FLOOR WALL; SEE LAN FOR MORE INFO. SHEATHING IS NOT ONTINUOUS TO OTTOM OF FLOOR RUSS,CONTRACTOR 0 INSTALL SIMPSON 3TA18 STRAPS FROM A. STUD TO TRUSS K12 #2 SYP CONT. \ EDGER W/ (3) '4"x4-1/2" SDS CREWS (EQUALLY PACED VERTICALLY) SEE PLAN 24" O.C. AND @ EA. ND VERTICAL (MIN. 2" ROM T&B) EE PLAN FOR FLOOR RUSS DIRECTION EE WS10/SD5 OR WS11/SD5 OR ADDITIONAL INFO 3F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 1\� 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED Q -- J SEE ARCH DWGS FOR w TOPPING INFO 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING OR SIM) IS PROVIDED A KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED �— TRUSS PER PLAN TALL) (60/15/5 MIN. TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION6�aTWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION id FLOOR WALL; SEE LAN FOR MORE INFO. SHEATHING IS NOT ONTINUOUS TO OTTOM OF FLOOR RUSS,CONTRACTOR 0 INSTALL SIMPSON 3TA18 STRAPS FROM A. STUD TO TRUSS K12 #2 SYP CONT. \ EDGER W/ (3) '4"x4-1/2" SDS CREWS (EQUALLY PACED VERTICALLY) SEE PLAN 24" O.C. AND @ EA. ND VERTICAL (MIN. 2" ROM T&B) EE PLAN FOR FLOOR RUSS DIRECTION EE WS10/SD5 OR WS11/SD5 OR ADDITIONAL INFO 3F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 1\� 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED Q -- J SEE ARCH DWGS FOR w TOPPING INFO 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" r I SEE FRAMING PLAN �' — ' O o., FOR FLOOR CONNECTION • "2 a) FLOOR GRIDER OR rn���� BEAM � O •i i• am HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" VJ Z x - W C) W W z 91n 0 J ffi 0¢ v o Q� t- o W L— z F-- N �! W W ca U Q o U E Cl) r J Z U) O W0 1 II— O tvWIM U�— Z �. � Q a = O STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 3/4"=1'-0" 1�� / COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC.. is strictly prohibited, SD5 SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR �. LUS46 TO LEDGER CONTRACTOR TO I•' SEE WS11/SD5 FOR ' PROVIDE ADEQUATE = ° SIM. END CONDITION WATERPROOFING. NO = _ - �. CONCRETE SLAB LINTEL PER PLAN �. PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" r I SEE FRAMING PLAN �' — ' O o., FOR FLOOR CONNECTION • "2 a) FLOOR GRIDER OR rn���� BEAM � O •i i• am HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" VJ Z x - W C) W W z 91n 0 J ffi 0¢ v o Q� t- o W L— z F-- N �! W W ca U Q o U E Cl) r J Z U) O W0 1 II— O tvWIM U�— Z �. � Q a = O STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 3/4"=1'-0" 1�� / COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC.. is strictly prohibited, SD5 2x BRIG WALL W/ 2x BRIG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON I USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. .NAILS AND (5) 1/4". (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 EACH END, ANCHOR BOLT OI HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" EMBED. @ 32" O.0 USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN NAILS. UNDER SEE PEA" WINDOW JAMBS ONLY --- FROM EA.END WINDOW JAMBS USE (2) 2x6 w/ HUC26-2LOW ROOF TRUSS SEE SEE ARCHS FOR FURRING AND LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRIG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER MASONRY WALL F PLAN ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisi` SECTION @ COMBO TRUSS AFO WALL SPLICE DETAILS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-0" i i n"inrn n�, OTHERS LEDGER AT GIRDER PLAN — ISIMPSON H2.5 EA. TRUSS R PLAN (RECESS LEDGER IIN (TRUSS. VERIFY W/ TRUSS SHOP 1/2"=1'-0" I EXTERIOR SHEATH("'^ FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER _— — NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAIl SCHEDULE PRE-ENGINEERED TRUSS PER PLAN (6 #2 SYP CONT. =DGER W/ (2) %4"x3-1/2" DS WOOD SCREWS @ i" O.C. MAX. & 3" ROM EA. END - USE ) SCREWS FOR 24" I SIMPSON LUS26. U; .C. LUS26-2 FOR 2PLY TRUSS (DRAWINGS— � 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" i 1 % 3/4"=1'-0" 2x8 #2 SYP P.T. SILL TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF @ 3" O.C. J -BOLT W/ MIN. 7" 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER STRAP BETWEEN _ — �_ 12d NAILS @ 12" O.C. 2x BEARING WALL ATTACHED PER WITH ROOF LOAD O ROOF SHEATHING 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A ISIMPSON H2.5 EA. TRUSS 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP BLOCKINGw / SIMPSON FLOOR TRUSS PER PLAN FRAME WALL 2x8 #2 SYP P.T. SI PLATE w/ 1/2" EPC (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 EACH END, ANCHOR BOLT OI HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" EMBED. @ 32" O.0 USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN NAILS. UNDER SEE PEA" WINDOW JAMBS ONLY --- FROM EA.END WINDOW JAMBS USE (2) 2x6 w/ HUC26-2LOW ROOF TRUSS SEE SEE ARCHS FOR FURRING AND LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRIG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER MASONRY WALL F PLAN ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisi` SECTION @ COMBO TRUSS AFO WALL SPLICE DETAILS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-0" i i n"inrn n�, OTHERS LEDGER AT GIRDER PLAN — ISIMPSON H2.5 EA. TRUSS R PLAN (RECESS LEDGER IIN (TRUSS. VERIFY W/ TRUSS SHOP 1/2"=1'-0" I EXTERIOR SHEATH("'^ FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER _— — NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAIl SCHEDULE PRE-ENGINEERED TRUSS PER PLAN (6 #2 SYP CONT. =DGER W/ (2) %4"x3-1/2" DS WOOD SCREWS @ i" O.C. MAX. & 3" ROM EA. END - USE ) SCREWS FOR 24" I SIMPSON LUS26. U; .C. LUS26-2 FOR 2PLY TRUSS (DRAWINGS— � 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" i 1 % 3/4"=1'-0" LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL EXTERIOR SHEATHING PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS FROM TOP OF WALL @ 3" O.C. J -BOLT W/ MIN. 7" TO BOTTOM OF SILL EMBEDMENT @ 32" SHEATHING TO PLATE ATTACH PER _ — �_ NAILING SCHEDULE 2x BEARING WALL WITH ROOF LOAD O ROOF SHEATHING SEE FLOOR PLAN ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS I SCHEDULE BENT I- I N INEERED PRE E G MORE INFO MAX 5" FROM KING STUD FOR MORE INFO W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d I I TRUSS PER PLAN 1 NAILS INTO HEADER 1 r 2x6 #2 SYP CONT. t I _ IF PORTIONS OF THIS WALL LEDGER W/ (2) %4"x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO 1 SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 1 1 16" O.C. MAX. & 3" TRUSS (TRUSS. TRUSS SHOP 1 - FROM EA. END - USE (3) BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO DRAWINGS SCREWS FOR 24" O.C. � 2x8 SYP #2 LEDGER W/ — — u MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T..`USE O16d NIS) IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J -BOLT W/ MIN. 7" (2) 2x HEADER EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS F1 SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO a . FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEAT111 NG 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT IF SHEATHING IS NOT CONNECT TO DOUBLE \ CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. (2) 2x HEADER BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 OVER 1 "=1'-0" PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT, LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d 2nd STORY WALL NAILS @ EACH END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS TRUSSES PER PLAN O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" WALL BRACING @ 48" (MIN.) O.C. MAX. 45° FROM 2x LEDGER TO UPPER HORIZONTAL ll 10°) FLOOR WALL W/ BRACE NOT REQUIRED 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. F1 BRACING @ 2 STORY FRAME WALL ggqeeell ri roe®rye s 00 •Ld ••C0 J Z C (2) 2x SPF TOP p U z O •C PLATES U.N.O. I I I f-- Z (2) 2x HEADER p O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 OVER SEE FLOOR PLAN I PLANS FOR BENT 1 MORE INFO MAX 5" FROM KING STUD FOR MORE INFO W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d I I W 1 NAILS INTO HEADER 1 r t I 1 IF PORTIONS OF THIS WALL 1 OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 1 1 10 1 BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM E IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE 2x STUDS SEE PLANSTUDS i 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. Q ABOVE ARE 1 I 1 TO ALIGN W/ STUDS 1 0) 1/ 1 1 1 BELOW 1 1 1 1 zvo 1 1 1 1 1 B 1 1 1 1 0 W p 1 1 1 �F-0 1 1 1 C0 W 1 1 W IM 1 1 2x SPF BASE 1 j C) PLATE 1 9� 1 1 PRE-ENGINEERED 1 E D FLOOR SYSTEM 1 1 1 KNEEWALL OR BEAM (2) 2x SPF TOP O PLATES U.N.O. 1 1 1 1 1 DRAFTING: 1 I 1 -STRUCT: LR (2) 2x HEADER 1 QC CHECK: MRB 1 I SEE FLOOR PLAN JOB No. TM - 2153306 I SCALE: AS INDICATED I I FOR MORE INFO I DATE: 10/26/2016 2x STUDS SEE PLAN STUDS ABOVE ARE TO 1 ALIGN W/ STUDS BELOW I I B I 1 1 1 I 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO I 1 A 1 1 1 I 1 ••a®° Q` �� p Q P O ��/ lllllllee qq "a �a, M LLL `✓ 0 e� U ; 0 O -_ M 4 a 4C; E 4/ C) Ica A. M J � 0 x In "rn r OZ5 g n LU � Z "ffi j zQ v 15 SEE FOUND. PLAN FOR FTG. REQ. I I I f-- Z p O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 OVER I— N PLANS FOR BENT MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W NAILS INTO HEADER r IF PORTIONS OF THIS WALL OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 10 BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM E IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING'WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. Q o O 0) 1/ zvo uj 0 W p 1 �F-0 C0 W W IM j C) W 9� O STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. MIN. (3) 2x SYI STUDS REQ'D OF LANDING � 16d NAILS FR( LEDGER TO S PACK STANDARD (3; STRINGERS 0 SIMPSON A35 CLIP TO FLOO SYSTEM & LAI FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE (2) 2x BEAM PER SCHEDULE '-" 1",1%1. -- 2xJOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING WIDTH OF LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR UP COLUMNS BELOW MASONRY WALL) A -A PLAN VIEW a@ 90 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS FROM LEDGER TO STUD 314" PLYWOOD OR OSB PACK SFF PI AN FnR nFPTH STANDARD (3 SYP #2 STRIN SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO REQ'D @END OF LANDING SCHEDULE @LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON w/ (3) 16d NAILS @ 16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH STUD. ((2) 1/4" x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX. FOR MASONRY WALL) A -A PLAN VIEW 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3 O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 0 A35 @ EA. STRINGER TO LANDING SEE AR S. FOR MAX. RISE F STEPS AND MIX TREAD DEPTH MIN. (3) 2x4 SPF #2 COLUMN BASE PLATE ATTACHED PER PLAN 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 1" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" ST01 GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4" = 1'-0" L c 6" MIN. oo re STAIR WINDER DETAIL 2xJOIST LEDGER (P.T. IF ATTACHING TO MASONRY WALL) SIMPSON A35 ' CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND 16" O.C. PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING 1� (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16 O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS (2) 2X BEAM PER 2x12 STRINGERS ONE (#2 SYP) (#2 SYP) OF LANDING SCHEDULE @ END OF ON EACH SIDE AND 2x8 8'-0" LANDING FOR STRINGERS ONE @ MID -SPAN j 12'-0" TO CONNECT TO, BEAM 2x6 4'-0" TO BEAR DIRECTLY ON (3) 2x12 2x8 8'-0" 11'-0" BUILT UP COLUMN A35 CONNECTION 6'-0" (1) 2x12 (1) 2x8 2x6 BELOW. MIN. (3) 2x4 SPF #2 COLUMN BASE PLATE ATTACHED PER PLAN 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 1" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" ST01 GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4" = 1'-0" L c 6" MIN. oo re STAIR WINDER DETAIL 2xJOIST LEDGER (P.T. IF ATTACHING TO MASONRY WALL) SIMPSON A35 ' CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND 16" O.C. PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING 1� (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16 O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING TO TRUSS W/ (3) %4' x 3" (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'_0" 12'-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" Vi (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" PERPENDICULAR TO FLOOR BOTTOM CHORD (3) 2x12 2x8 9'-0" (2) 2x12 2x8 T-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x122x12 TM - 2153306 91_0" (2) 2x12 2x8 T-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6 0„ (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0 OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING. W/IN HANDRAIL KNEEWALL 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS 2/ (2) 16d TOE NAILS SLICE CUT PLYWOOD FLOORING FOR STRAP SECTION X -X 31" FLOOR BEAM CONDITION LLI Q p Z 0 U ' W LU 0 0 A cs � `y ® •co ••a•®h W —i J {� ••0009 N°•• 10� 2x4 CONT. TOP PLATElllee O 0 ATTACH TOP PLATE TO m L 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE 24" O.C. i� SEE ARCH PLAN NAILS 2 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d x x 24" O.C. W/ (2) 12d TOE NAILS TOENAILS BOTTOM O NOTCH SILL PLATE 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS `, bra, FOR VERTICAL 10d NAILS 4" O.C. NOTCH SILL AND @ fig,. M @ PLYWOOD FLOORING 24 O.C. EVERY OTHER h co X1111, CD NOTCHED 2x6 TO ALLOW VERTICAL ( @ STUD TO BE VERTICAL LOCATIONS). ATTACHED TO I -JOIST ,Z - 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE ACCOMMODATE 2x ATTACH W/ (2) 12d0 ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) a .� 24VERTICAL AND TO I -JOIST W/ (3) %4' x 3" L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) q5 @ ANY OPENING EQUALLY 16d TOE NAIL EA. Il "•Ihll" SPACED/CENTERED IN + + CONT. BRACE & 10d o z 45" �„ I -JOIST TO OUTSIDE +8' + NAILS @ 4" O.C. TO,`}'"� FACE OF JOIST + + FLOOR SHEATHING coo 0 Q + 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST m 24" O.C. W/ (2) 12d N.T.S. W/ (2) %4'x3" SDS TOENAILS BOTTOM I I SCREWS EQUALLY 2x4 CONT. TOP PLATE SPACED & CENTERED ATTACH TOP PLATE TO SEE ARCH PLAN IN I -JOIST STUDS W/(2)16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8" WIDE WEB 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48" O.C. Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) Cn (, 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ t• (/) O.C. 10d NAILS 4" O.C. TOENAILS BOTTOM @ 3" O.C. NOTE: W (2) SIMPSON LSTA24 (NOTCHED @ 2x6 STIFFNER TO BE c VERTICAL LOCATIONS). Q olj STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH w/ OUTSIDE OF �m STUD) EVERY 48" O.C. PLYWOOD FLOORING BOTTOM CHORD 0 TO ALLOW VERTICAL J Z 1 '' TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST p PLAN 2x6 VERTICAL AND 0 v 6'-0" O.C. & Q ~ Z L -BRACE ATTACH 2x6 VERTICAL @ 0 TO I -JOIST W/ (3) %4" x 3" N @ANY OPENING U �S� SDS WOOD SCREWS W Q EQUALLY 2A" I -JOIST SEE PLAN Lu Z z SPACED/CENTERED IN _ W 0 ST02 SECTION @ HANDRAIL W/ FOIE OFOJOIST SIDE SINGLE I JOIST PARALLEL TO FLOOR ~ V FLOOR BEAM CONN. SCALE:3l4"=1'-0" N.T.S.Lu I� _ SEE ARCH PLAN Zx14 UUiN 1. 1 Ur rL.H i c OIL MAX. 4'-0" ABOVE FLOORATTACH TOP PLATE TO .:f� STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d (NOTCHED @ 2x6 TOENAILS BOTTOM VERTICAL LOCATIONS). IrT NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL �3/ ' 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 CONT. TOP PLATE (ATTACH TOP PLATE W W ATTACHED TO TRUSS BELOW (OTHERWISE TO STUDS W/ (2) 16d SCREWS EQUALLY V 3 ,� /��� TOE NAILS 2x6 VERTICAL AND TO TRUSS W/ (3) %4' x 3" 2x4 #2 SPF STUDS @ L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 24" O.C. EVERY OTHER STUD TO BE Q EQUALLY 32' W W ATTACHED TO TRUSS BELOW (OTHERWISE SCREWS EQUALLY V = 2x6 VERTICAL AND TO TRUSS W/ (3) %4' x 3" SPACED & CENTERED L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS @ ANY OPENING EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN — _ LU 8" WIDE WEB OIL SEE ARCH PLAN 0 ATTACH W/ (2) 12d STIFFENER @ 48" O.C. Vi (@ EA. BRACE) W/ (2) 11 MAX. 4'-0" ABOVE FLOOR ROWS OF 10d NAILS @ TOENAILS @ BOTTOM) 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X J ~ 2x6 VERTICAL AND 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z 0 FACE OF TRUSS U L -BRACE @ 6'4" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 0 J CONT. BRACE & 10d r� @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x V) � TRUSS W/ (3) %4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TOLl.l SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4" O.C. -- FLOOR SHEATHING SPACED/CENTERED IN TRUSSPLYWOOD FLOORING (NOTCHED @ 2x6 -� -- W 0 ' r)(ll IRI F TRI ICC PAPAI I FI T(1 FI (1(1R TO OUTSIDE FACE OF TRUSS 0 H 0 N.T.S. 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS 2 U) W TO SLIDE DOWN TO W W FACE OF TRUSS SCREWS EQUALLY ATTACH 2x6 VERTICAL = 2x6 VERTICAL AND TO TRUSS W/ (3) %4' x 3" SPACED & CENTERED L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS @ ANY OPENING EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN — TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR N.T.S. ST03 SECTION @ HANDRAIL W/ SCALE: 3/4"=1'-0" FLOOR TRUSSES W/ (2))/4"x3" SDS W W m SCREWS EQUALLY = SPACED & CENTERED IN TRUSS V Z >_a0 LU 8" WIDE WEB 0 STIFFENER @ 48" O.C. (@ EA. BRACE) W/ (2) ROWS OF 10d NAILS @ 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF DRAFTING: PERPENDICULAR TO FLOOR BOTTOM CHORD -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153306 SCALE: AS INDICATED DATE: 10/26/2016 ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited