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HomeMy WebLinkAbout477 Red Rose Ln 17-1950 (a)THORNBROOK 401s COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.H., 200 AMP SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. i GENERAL CON5TRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO P.B.C.R - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHINTH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE ' TO BE CONSIDERED "NOMINAL DIMENSIONS" LOT 301 THORNBROOKE 40 s OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION 1111 EXTERIOR WALL 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 THIS SECTION, INCLUDING BUT DARI TNcTnN 2 -S R -SFl Fv R NOT LIMITED T0, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. GARAGE OILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS 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 LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH RIGHT F.B,C.R. - 5TH EDITION (2014) 8102.3.5. EXTRIOR FINI5HE5 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R, - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE TAYLOR MORRISON OF CORRO5ION-RE516TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH it GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 116 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNESS OF TEXTURED FIN16H OVER FRAME APPLICATION TO BE PER F.B.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 N0.26 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 A5TM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT 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) R103h.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASE[) SHEATHING SHALL REDRAW NOTES 054-11 CREATED LOT 5PECIFIC PLAN FOR LOT 301 IN THORNBROOKE 401s, ELEVATION "5" GARAGE RIGHT W1 PLAN OPTION5 INCLUDING: FRONT DOOR GLA55 IN5ERT, 5TAIR RAILING, ELEC OUTLET IN NON WET AREA, (5) CEILING FAN PRE-WIRE5, (2) BAR PENDANT PRE-IUIRE5, FLOOD LIGHT PRE -WIRE, (12) RECE55ED CANS, INTERCONNECT IN WALL WIRE CHA5E TUBE, DATA OUTLET, BATH 3 OPTIONAL 51NK, DEN, 9' POCKET 5LIDER, 8' INTERIOR DOORS AT MAIN FLOOR, VENT HOOD / MICRO TO OUT5IDE, RADIANT BARRIER AND HANDHELD 5HOWER. err■.r.. C x ro CLO JM�O 0 JMI��, i L N L Q a i M —\ Go _O3 I� Y '• iii �C _ JAM �0 0 t zco20 JOB NUMBER72 002196 CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED ul CT 92 INCLUDE A WATER RE515TIVE 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 w ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINT5: �..... STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM G 1063-(d6 (1.11.4:1 THRU 1.11.4.4) AT FRAMED WALLS 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 I$ FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILINGFRAMING OR PURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE PLAN REVISIONS DRAWING INDEX CONSIDERED A$ CONTROL JOINTS. EGRESS: x____ 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 DAVIS BEWS COV— GENERAL NOTES I N D Eli SPECIFICATIONS 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROAM. DESIGN GROUP � , FLASHING: 1 ,� 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; oo STATE LORJDA E J. SLAB INTERFACE PLAN 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 si�' . 000 Tom.. 2A 1 — MAIN FLOOR R P �N NOTES THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORROSION -RESISTANT FLASHING SHALL BE si3.92s . isoo FAX INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8, WWW.DAVISBEWS.COM RMPA • nEr4vm 2A2 - MAIN FLOOR P LAN DIMENSIONS IUINDoIU INSTALLATION: EST r� I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE `®®®orrr'l t ®®®® 2 61 -UPPER FLOOR PLAN NOTES MANUFACTURER FOR EACH WINDOW. •® ��,, DWELLING / GARAGE OPENINGS: °' ®®' co % 1.1 j� ,�„ THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR$ NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS �%r z � p s. 2B2 UPPER FLOOR PLAN DIMENSIONS NOT LE55 THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CL051NG DEVICE. ;1 z; 2C INTERIOR ELEVATIONS, STAIR SECTION, DETAILS FLOOD ZONE REQUIREMENT5 = �. �� PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. �i�,� 3B1 FRONT ELEVATION A5PHALT 6HINGLE5 (IF APPLICABLE) 1, WIND RE51$TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLEQrjN ACCORDANCE WITH SECTION 89052.6 AND 8905.2.6.1. 3B2SIDE ELEVATIONS ROOF PLAN BUILDING SECTION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL'i ,12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS U HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE it OR C" cta 3B3,�" F' / S1 1ING DETAILJ TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. POR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF oo L—/1 UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. 0 a 3B4 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE) z � 2 THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) RW5.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 0ZD r J 4A- MAIN FLOOR ELECTRICAL PLAN RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAsp15 DETERMINED IN ACCORDANCE WITH SECTION R301,2.13 ILL OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH A5TM D 226, TYPE II; ASTM D 2626, TYPE 11; OR ASTM INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE 4B -UPPER FLOOR ELECTRICAL PLAN D 1910 OR ASTM D 6380, GLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE LLED INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw IS DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, 0 CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) I, WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE, ROOF -AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR CVIS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN $HOWER AREAS. 0 TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB-ON•GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS IF 50IL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. RECORD Copy ELIMINATE PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. ' 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, REVIEWED FOR CODE COMPLIANCE 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER SF'" 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 C)0 PLANS EXAMINER (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 6-1-13 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 026 GAUGE (0.48 mm) SHEET STEEL �, ■ DATE OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE SMFORD BUILDING DIVISION MANUFACTURER'S INSTALLATION INSTRUCTION$, >m A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 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 LICENSE TO PROCEED WITH THE WORK AND NOT AS OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 0 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT EXHAUST FANS AND VENTING: THE BUILDING OFFICIAL FROM THEREAFTER (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE REQUIRING A CORRECTION OF ERRORS IN PLANS, VENT OR CRAWL SPACE. CONSTRUCTION OR VIOLATIONS OF THIS CODE 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TD THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH COMP A.CTIoN TEST 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 DOE$ NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 2585 "�'� THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER PAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES , gesudts to be Verified DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE at ,Sdab Inspection THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORD$ "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED B005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN F13C, ATTENTION GENERAL CONTRACTOR / BUILDER ISSUANCE OF PLANS FROM THIS DRAFTERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE 1 7 _ ' 9 5 ® 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 / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SA,NFORD 09-29-2016 I cov 15'-0" 4 p 17.1. y. GLGVHI IWIV 1'(-) 04" G,C. VERIFY HANDHELD SHOWER 52'-411 PITCH ^ I/8" / FT. do `r __j Lu 11-411 13' TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES and G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE x DAVISaLl - SEWS DESIGN GROVP LID C U *0 A • DENVER. EST. 1994 'o 0 J,r,�, (D n V, 0f) am N� m N L °aLL L 0 0 0 '� 0_3co E jL— W 0 1 L J 0c tin ZN�LIt V CJ 50 COAL.. cl, W.H. G.C. VERIFY ACRYLIC z II I a i ON LANAI 31-1011 L — J 81.11 3.g11 20-0'1 i 811 �- Lu \ / OF REF. i 31-611 AA vPITCH SLAB C.J. i CJ. 3B2 I/8 FT, _ PROVIDE WATER �� PITCH Lu LIJLINE 8„ REFERENCE ELEVATION FOR ICE MAKER // �/� '1 , �� TO DRAIN ti - i i `� LEAD WALAVER K / _ 2LLu NOTE: v \_7 w LU ALL SLAB ANGLES ARE AT 45° (UXO.) L.T. C ROUGH -IN m i — 3/4" CONDENSATION AIR HANDLER DRAIN BY PLUMBER _ � � � LINES FROM 11 311 T-5" 18'-611 Qil (J � 281-811 I 10'-1111 UPPER FLOOR 121-1" 3'-8" -I I 3/4" RECE55 `4 FOR ENTRY DR., Ji I 411 P.V.C, II M \� 3'411x34" A/C -' I FZ PAD (SEE MECH. "311 CONTRACTOR 201-1111 2'-1" 11-811 31-10" (= 4'-111 3'-211 21-811 13'-811 FOR LOC.) TILE SEAT SHOWER RECESS 3'-8" 191-011 a� 3/4" CONDENSATION ABV. 21-011 117)1 �I r — 1 I- ^ -I /`\ 411 P.v.C. DRAIN BY PLUMBER - OPT. OPT. LAV. \ 5 -611 DRYER I I WASHER I PED. _..I L_ _ _ _ 8" C.MU. WALL ABV. — — — -t�-8' C.M.U. WALL 17.1. y. GLGVHI IWIV 1'(-) 04" G,C. VERIFY HANDHELD SHOWER 52'-411 PITCH ^ I/8" / FT. do `r __j Lu 11-411 13' TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES and G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED x DAVISaLl - SEWS DESIGN GROVP LID C U *0 A • DENVER. EST. 1994 'o 0 J,r,�, (D n V, 0f) am N� m N L °aLL L 0 0 0 '� 0_3co E jL— W 0 1 L J 0c tin ZN�LIt • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED SLAB INTERFACE PLAN GARAGE RIGHT • TI TLE • SLAB INTERFACE PLAN • SHEET • DAVISaLl - SEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 813 - 925. 1800 FAX W W W.DAVLSBEWS.COM A • DENVER. EST. 1994 SLAB INTERFACE PLAN GARAGE RIGHT • TI TLE • SLAB INTERFACE PLAN • SHEET • IL' I Il''tl it .1119.1l�.1 I_ II _ �H11 L_L .. _. REFER TO SHEET 2A2_]IIII FOR MAIN T.O.M. T.OM. T.O.M. — T,OM. T,O.M. PLAN DIMEN�ONS OR VENT MICROWAVE 4" 2 26 5N. 9' 4" 9'_4" HOOD TO EXTERIOR AFF. AFF. HD. AT 84" AF.F. W.B. * * * * I I I — O.N_C. ____00 _ O.H_G. _ W.P. GAL. T.O.M. BOTT. OF LINTEL T;O.M. ac �/ �AT 8' 0" A.FF, G.C. VERIFY 6 -0 N. I W- I A.FFI g 4 INTERIOR DOORS I RANGE AT MAIN FLOOR ( i ( o W/ HOOD I * * * * ARCH FROM w I O a 8'-0" To V-8.. I i I Q 42" UPPERS I u Lu LANAI CkFAMILY ROOM I c .> LINE OF SECONID DINING KITCHEN I INSULaTE 9'-8"x14'-4" += 19'-6 x14'-0' I I WALLS 2 -STORY VOLUME FLOOR ABV. 10'-6"x14'-0 I / \ 9'-4" FLAT CLG. 9 -4 PLT. HT. I 9'-4" FLAT CLG. a w I JI I1 I I �....,... AA ACRYLCIFY � 2 STORY 19'-4" JV Q CLG. ct / I I 1 I GARAGE I llvr 352 1 oN LANAII l 1 I 20'-O"x2O'-O" 9'-4" PLT. HT. TDM. I CPT.. TILE / / `��' INSULATE Iv — �) R' PAVER DRIVE / TOM OPENING 9' 4" OPENING I I 42" N/ Fb' 5 ABOVE ( LEAP WALK 9 4 AFF. TO UNpER RAILING STAIR DATA: ARCH FROM 6-6" To V-10LINE of SECOND STAIRS 18 RISERS AT / FLOOR ABV. I "` = 1.38" EACH / / \ q `"' R/5 UP 10.00" TREADS / / L.T. ul FLUSH FRAME �' " TO FURRING — �\ ROUGH -IN �' 9'-4" SLOPING I 2 5 OR V-4" o ARCH FROM BARREL ARCW CLG. CLG, I I Vo UME CLG. `8'-011 TO 8'-8" FROM 8'-6" � X U' �( 5 5H. D TO V-10" LINE OF SECOND FLAT HDR. 2x WA _ _ 0 ° 2 8 WA L ��`4 FOYER I FLOOR ABV. -' � — - — — — — — — AT 4'-4" I AIR HANDLER 2x6 WALL 9'-4 INSULATE 1 SEE SECTION I 9'4 LINES FROM ce FLAT CLG. WALLS MASTER SUITE 19 -4 I GLG 0 UPPER FLOOR 16'-0"x14'-4,. CLG.�+`� 9'-4" FLAT CLG. CLG. o %m 4¢ 2 6x8-0 M.C. + ® v '� I u BFa M BATH ��e I � � 9 4 .- w w I� et A.F.F. N CPT. TILE 9' 4" -' DEN ENTRY ��q�, CLG. UTIL. PWDR 11'-4"x10'-6» 9'-4" PLT. HT. i � 9'-4" "' 9'-4" 9'-4" FLAT CLG. FLU5W FRAME r r 1-66-0 TILE :M- 6EAT CLCD. GLC. TO FURRING PAVERS I C.C. VERIFY FOR 3 6x3 6 A/C 113 46 x3-6 A/C I COPT. OPT. i RADIANT BARRIER PAD (SEE MECH. I I PAD (SEE MECH. I r 1 T.O.M. CONTRACTOR CONTRA �' LAV.RYER_11WA5HER IFOR Loc.) I I FOR LOC.) I SW. aL 5N. JL T J W.c. LAV L_-.._.. IL_J H.B. 13 5N. 26 5W. FLAT HEADER T.OM. T.OM. TEMP. GL. ENGL. AIR HANDLER Hp. AT 8' 0" Wp: AT 8' 0" G.C. VERIFY GLASS AT 8' 0" A.F.F. g 4 ON 42" H. LOW WALL LINES FROM DIRECT VENT DRYER (TYP.) INSERT FOR FRONT AFF, UPPER FLOOR TWRU EXT. WALL WANSEN BOX AFF, BELOW PRECAST DOOR, G.C. VERIFY LINTEL HANDHELD SHOWER ALL EMERGENCY E5CAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * * 2 x82 S.P. TYPICAL, MASONRY 455 5:i`, x W w WINDOW SCHEDULE ENTRi 5.F. WINDOW WIDTHS =� 3241 5.1✓. 0 2011 21.11 3� I1 5311 F— WINDOW CALL -OUTS L L °°�' • 00 :2,53�E .0 U" 2611 6 0"_j Co 12 5H 1/2 32 5H 22 5H 32 5H Lu �m f+ 6cm 000 ZN2d' _ 39" 13 SH 1/2 33 SH 23 5W 33 SH J p 51" 14 5H 1/2 34 5H 24 5H 34 5H � z z 63" g 15 5H 1/2 35 5H 25 5H 35 5H z 12" 16 SH 1/2 36 5H 26 5H 36 5H G.C. VERIFY MASONRY OPENING5 FOR ALL WINE)OW5, to w WINIDOW 51ZE5 ANP INSTALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (SINGLE HUNG -5H, CA5EMENT- CSMT, OR FIXED GLA55- F -G) ALL EMERGENCY E5CAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * * • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMA& FLORIDA 39671 813.925.1300 71EL 813. 925 .1800 FAX .DAVISBEWS.C.OM 1VIV A • DENVER. EST. 1994 F� ®®®®®`®®®r►! m I///## ®Co ®®� o W Q 00 0 0 z M uJ v 0 � , u- co z 0V ISL.. ne 0 0Q HATCHING LEGEND >= IN5ULATE WALL _< TOTAL L II/ING 2 x82 S.P. GARAGE 455 5:i`, x W w 13 5,1=, ENTRi 5.F. rpL0 3241 5.1✓. 0 J U) _j co (� '�°' nco SIM `. >�JN L L °°�' • 00 :2,53�E .0 0"_j Co LL06 1 4 �m f+ 6cm 000 ZN2d' • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMA& FLORIDA 39671 813.925.1300 71EL 813. 925 .1800 FAX .DAVISBEWS.C.OM 1VIV A • DENVER. EST. 1994 F� ®®®®®`®®®r►! m I///## ®Co ®®� o W Q 00 0 0 z M uJ v 0 � , u- co z 0V ISL.. ne 0 0Q HATCHING LEGEND >= IN5ULATE WALL _< TOTAL L II/ING 2 x82 S.P. GARAGE 455 5:i`, LANAI 13 5,1=, ENTRi 5.F. TOTAL 50. FT. 3241 5.1✓. MAIN FLOOR PLAN NOTES GARAGE RIGHT �r�rrurrrr 2585 • T1 TLE • MAIN FLOOR PLAN NOTES II 2A 1 II 11 I 1 1_� 1 1111111 II �IIL! 1 111 1 1.1 11 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES ,0„ 65'•4° 36'4' IR TO SHEET 2AI MAIN FLOOR NOTES <r DESIGN GROW U rp oN 150 STATE STREET EAST FLORQ7A 34677 n; J c`o ''ww EW&CC?M WL�A • DENVER. Y/ � 0 c L ?>JN La L o°L• e r 0 0 II REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES ,0„ 65'•4° 36'4' IR TO SHEET 2AI MAIN FLOOR NOTES JOB NUMBER 27002.196 CAD FILE NAME LOT 301 ISSUED 05--18-17 REVISED x ro w DESIGN GROW U rp oN 150 STATE STREET EAST FLORQ7A 34677 0 J c`o ''ww EW&CC?M WL�A • DENVER. Y/ � 0 c L ?>JN La L o°L• 0 0 0_JCq 0 o 4 cRin Z N G d JOB NUMBER 27002.196 CAD FILE NAME LOT 301 ISSUED 05--18-17 REVISED MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT • TITLE • MAIN FLOOR PLAN DIMENSIONS . SHEET • DAVIS BEWS DESIGN GROW 150 STATE STREET EAST FLORQ7A 34677 .1300 TEC. A%13.9EWT 8 ..00 FAX EW&CC?M WL�A • DENVER. 1994 e" MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT • TITLE • MAIN FLOOR PLAN DIMENSIONS . SHEET • as u, r W 'i w n* m * * * * * * ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.C.R. - 5TH EDITION (2014). 2x I, 2x4 FRAME FRAME WALL WALL a - W);n au 2030 TEMP. SH. PROVIDE J 24" H. A/C HD. AT 1'-&" PAN AND DRAIN PLATFORM UNDER A.N.U. CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA5546E OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.CJZ 5TH EDITION (2014) 83122 HD. AT 1'4 * EGRE55 UPPER FLOOR PLAN NOTES GARAGE RIGHT TYPICAL WOOD FRAME x WINDOW SCHEDULE 150 STATE STREET EAST OUXMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW"AVISBEW&COM TAMPA • DENVER EST. 1994 - WINDOW WIDTHS 0 2011 2411 36, 48" Oi WINDOW CALL -OUTS SII MyMM >�Jm La 20" a,5.0N 1818 F.G. 2018 F.G. 301$ F.G. 401a F.G. W a' lt< _ 24" O 1520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 36" 1830 5H 2030 5H 3030 5H 4030 5H 0 � Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H 'Sz 60" 3: 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOW5, L W WINDOW 51ZE5 AND INSTALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5, Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5E1) (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) * * * * * * ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.C.R. - 5TH EDITION (2014). 2x I, 2x4 FRAME FRAME WALL WALL a - W);n au 2030 TEMP. SH. PROVIDE J 24" H. A/C HD. AT 1'-&" PAN AND DRAIN PLATFORM UNDER A.N.U. CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA5546E OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.CJZ 5TH EDITION (2014) 83122 HD. AT 1'4 * EGRE55 UPPER FLOOR PLAN NOTES GARAGE RIGHT JOB NUMBER 27002.196 CAD FILE NAME LOT J01 ISSUED 05-18-17 REVISED x 150 STATE STREET EAST OUXMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW"AVISBEW&COM TAMPA • DENVER EST. 1994 - Urp oto 0 LO .J co 'n Oi SII MyMM >�Jm La 0 C a,5.0N ... 0 _jC o a' lt< m LOo ZN I JOB NUMBER 27002.196 CAD FILE NAME LOT J01 ISSUED 05-18-17 REVISED Ile ®co ®®®s es, m° •• uj M C= c0 c'%J0 .G r•w � llJ V � G J 0 -� ? LL Co ce 0W ce 0 0 0 0 • -11 • 2585 • TITLE • UPPER FLOOR PLAN NOTES • • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW"AVISBEW&COM TAMPA • DENVER EST. 1994 - Ile ®co ®®®s es, m° •• uj M C= c0 c'%J0 .G r•w � llJ V � G J 0 -� ? LL Co ce 0W ce 0 0 0 0 • -11 • 2585 • TITLE • UPPER FLOOR PLAN NOTES • • SHEET • ol r JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED • r C x DAVIS BEWS Cr0 J0�O OJc�il�p� OLDWA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX .DAVI5BEWS.COM T A r DENCYIM ST. 1994 00 fan o� C00 rL .Y cm i0 00CC1n ZNL CJ ol r JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED • r UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET2B2 • DAVIS BEWS DESIGN GROW 150 SCATS STREET EAST OLDWA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX .DAVI5BEWS.COM T A r DENCYIM ST. 1994 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET2B2 • STAIR NOTES: RAILING BALU5TER8 SHALL BE SPACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH, HANDRAIL5 HANpRAIL5 FOR 5TAIRWAY5 5NALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER, HANDRAIL END5 5NALL BE RETURNED OR 5NALL TERMINATE IN NEWEL PO5T5 OR 5AFETY TERMINAL5. HANpRAIL5 ADJACENT TO A WALL 5NALL HAVE A 5PACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANpRAIL5. CONTINUOU5 GRA5PA5LE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA 42" H.— RAILING 8" TRAY CLG, IN MASTER 5Ui 42" H.— RAILING * UNDER -STAIR PROTECTION ENCL05ED ACCESSIBLE 5PACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY 5OFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYP5UM BOARD PER F.5.C.R. - 5TH EDITION (2014) R302.1 ALL GUARDRAILS ANp HANpRAIL5 TO COMPLY WITH F5C 8301 AND TABLE 83015 PER F.B.C.R - 5TH EDITION (2014). 11 TREADS AT 10.00" EACH STAIR SECTION 5CALE: 1/4" - 1'-01 TYP. ARCHWAY A5CALE: 1/4" = I'-0" PLAN DETAILS 5CALE: 1/4 = I'-0" GARAGE RIGHT FLOOR SYSTEM 3/4" PLYWD; K 0 BEAM LINE OF 6'-8" MIN. HEAD CLEARANCE BEAM FLOOR 5Y5TEM U "o o Ln 0 Ji DECKING 813.925.1300 TEL 0,500) Dy0M AVISBEWS.CG7M T •DENVER. T. 1994 �-�.-- 2x 6TRINGER5 1000 36" H CONTINUOUS L ■111 I • O V. GRA6PA5LE T 0-i C0O (TYP) RAILING 4- J Ir N � 42" H. u I" N051NG I- RAILING (TYP') «, STORAGE UNDER `;" 2x TREAD5 AND M 6TAIR5 Ix R15ER5 (TYP.) N * UNDER -STAIR PROTECTION ENCL05ED ACCESSIBLE 5PACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY 5OFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYP5UM BOARD PER F.5.C.R. - 5TH EDITION (2014) R302.1 ALL GUARDRAILS ANp HANpRAIL5 TO COMPLY WITH F5C 8301 AND TABLE 83015 PER F.B.C.R - 5TH EDITION (2014). 11 TREADS AT 10.00" EACH STAIR SECTION 5CALE: 1/4" - 1'-01 TYP. ARCHWAY A5CALE: 1/4" = I'-0" PLAN DETAILS 5CALE: 1/4 = I'-0" GARAGE RIGHT • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED K 0 11w U "o o Ln 0 Ji OLD.SMAR, FLORIDA 34677 813.925.1300 TEL 0,500) Dy0M AVISBEWS.CG7M T •DENVER. T. 1994 �-�.-- L ■111 I • O V. 0-i C0O 4- J 00c:�h Z coli • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED • TI TLE • PLAN DETAILS • SHEET12 C Ll"• DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD.SMAR, FLORIDA 34677 813.925.1300 TEL 813 925. 1800 FAX AVISBEWS.CG7M T •DENVER. T. 1994 �-�.-- • TI TLE • PLAN DETAILS • SHEET12 C Ll"• 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING N K ro w D11VIEWS 0o ro lQ Z 0 Jc�nn OLDSMA& MORMA 34677 813.925.1300 TEL Al. AVISBEWS.COM T •DENVER Y J N © iL • Oc ~ 0 O .0 r, Lu O�C0 d�� cr) tJNm to h 00 y 70 ZNtt } ,X ? � a L 3/4" THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES 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 IS 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.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER RB.C.R. - 5TH EDITION (2014) R312.2 12 12 ro -SHINGLE G.C. VERIFY ROOF 12 ALUMINUM OVER TUCCO 6" BANDING 2x6 5115-FA5CIA FINISH — (TYPICAL) ( PLT. HT. --- SHINGLE ROOF - PLT. HT, 16TUCCO L STUCCO 4" BANDING FINISH FIN15H )TYP.) r� rI 61 p 1 'cf� eo Q' 6" BANDING /SHINGLE 12 12 �- STUCCO 12 h 2 6 2 12 SECOND FF. LINEFINISH ROOF 7 SECOND F.F. LINE T.O.M. -- SHINGLE ROOF T.OM, M 8ll BANDING SANDING 8 BANDING - Y� n TEXTURED :r TEXTURED ❑ ❑ CT ❑ ❑ I I C� FINISH ` FIN15H CT❑Tl❑❑D❑❑ SMOOTH SMOOTH 9 Q TEXTURED SITpiPJ TEXTURED CT CT CT ❑ D O ". QUOINS )TYP.) TEMP. N MAIN FF. LINE _ - _ _ - - _ MAIN FF. LINE GRADE LINE 4" BANDING G•C, VERIFY GLA55 GRADE LINE (ASSUMED) DOOR SURROUND INSERT FOR FRONT (ASSUMED) DOOR FRONT ELEVATION SCALE: 1/4 - I'-0 ELEVATION "B11— GARAGE B"GARAGE RIGHT iwnurrwr.rMrrwwr JOB NUMBER 27002.196 CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED K ro w D11VIEWS 0o ro lQ 0 Jc�nn OLDSMA& MORMA 34677 813.925.1300 TEL 813 925. 1800 FAX AVISBEWS.COM T •DENVER Y J N iL • Oc ~ 0 O .0 r, O�C0 d�� cr) tJNm to h 00 y 70 ZNtt iwnurrwr.rMrrwwr JOB NUMBER 27002.196 CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED ®® �� b��® " �4Jcocr: Q M 0 Z uj ci LL z 0 0 >m • rrrrrwwwr 2585 • • TITLE • FRONT ELEVATION DETAILS II 3B 1 II D11VIEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA& MORMA 34677 813.925.1300 TEL 813 925. 1800 FAX AVISBEWS.COM T •DENVER T.1994 F h�- ®® �� b��® " �4Jcocr: Q M 0 Z uj ci LL z 0 0 >m • rrrrrwwwr 2585 • • TITLE • FRONT ELEVATION DETAILS II 3B 1 II "^„rr LANAI ROOF ------------------- -------------- - VENT REQUIREMENTS VENTILATION CALCULATIONS 16 ATTIC AREA =139 SQ. FT. 1300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. 412 I HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ, IN. I I I # UPPER 2/3 ROOF VENTS REQUIRED =1 6:12 I _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _– HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. j 6:12 ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. ikI VENT CALCULATIONS BASED ON THE FOLLOWING 4� * 144 SQ, IN. PER 4 FOOT OFF RIDGE VENT j I * 9.7 SQ. IN. PER LINEAR 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 �r Q6 SHINGLE ROOF I VENTILATION CALCULATIONS I 150 STATE STREET EAST OL )SKWk, RORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCOM ROOF. r` U �O o� G.C. VERIFY FOR ATTIC AREA =1453 SQ. FT. / 300 = 4.84 SQ. FT. i PLT. HT. .JMI40,, R-38 CEILING INSULATION X 144 = 697 SQ. IN. I m N ' 2 w I 6 /'TIIGGO / a /5TUCCO HALF AT UPPER 2/3 ROOF VENTS = 348.72 SQ. IN. 6:12 "` a^ # UPPER 2/3 ROOF VENTS REQUIRED = 3 0 00 I I HALF AT LOW SOFFIT / EAVE VENTS = 348.72 SQ. IN. pro' ACTUAL SOFFIT VENTILATION =1623.1 SQ. IN. I I I FIN15H 7 r"_ �l I FINIS SHINGLE I °' I SECONDFF. LINE_ _ I I i $I I .6 jI I I 5ECOND_F.F. LINE T.O.M. _ 6:12 iR 6:12 i \-- L__------- __-- ---J /TEXTURED -" TEXTURED-TEXTURED FINISH MATCH DISTANCE FIN15H ; FINISH? I I MAIN F.F. LINE AT FRONT I –jI--------- MAIN FF, LINE GRADE LINE LOWER ROOF GRADE LINE 6:12 6:12 VENT REQUIREMENTS RIGHT ELEVATION VENTILATION CALCULATIONS I 5CALE: ua" -1411 ATTIC AREA = 5265Q. FT. / 300 =1.75 SQ. FT. I ELEVATION 111311 I X 144 = 252 SQ. IN. GARAGE RIGHT m HALF AT UPPER 2/3 ROOF VENTS =126.24 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.24 SQ. IN. ACTUAL SOFFIT VENTILATION = 704.8 SQ. IN. TYR OVERHANG AA AT HIP (UN.O.) ROOF PLAN, 5CALE:1/8" -- I' -o° 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" , 1'_01 CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES A50VE THE FINISHED 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 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 FIN15HED FLOOR PER F.5.C.R. - 5TH EDITION (2014) 8312:2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 20901 PER FB.C.R. - 5T14 EDITION (2014) 8312:2 ROOF TRU55E5 AT 24" D.C. (TYPICAL) GARAGE 0!!%wTi1m I RN!, I SECTION AA SCALE: I/a" -- I' -m" 6 ,1� Q6 GIRDER m ❑ ❑ L 2.5TORY f'l f 1 VOLUME _a4 FAMILY LINTEL --SHINGLE SHINGLE 6 1� ROOF/ ROOF PLT, Hr_ PLT. HT. _ — /mccoL_ _ _ L5TUCCO TEMP' FIN15H «> �� FIN16H � SHINGLE �/ �l 11 ROOF L5HINGLE SECOND FF. LINE SECOND F.F. LINE a Q6 ROOF SECOND FF, LINE — T.D.M. _ — _ _ -- -T.O.M. _ j� ■ /TEXTURED Z EXTURED - FINI5H7 co FIN15H -� MATCH —= �l DISTANCE cr AT FRONT MAIN FF. LINE _ _ _ _ _ _ – — _ _ _ – _ _ _EMU _ – _ 7J.MAIN F.F. LINE — GRADE LINE GRADE LINE (ASSUMED) (A55UMED) LEFT ELEVATION 5CALE: 1/8" -- I'-01" 12 12 6I% SHINGLE 12 Q6 ROOF 6G7 �'— 5HINGLE PLT. HT. ROOF — PLT. HT. a, /STUCCO F.G. � FINI 5ECOND F.F. LINE 4� 5H,7 " SHINGLE gl _SECOND FF. LINE LO.M. ROOF -- T.O.M. TEXTURED_ TEXTURED b FINISH e FINISH MAIN FF. LINE LL�TEMP. MAIN FF. LINE GRADE LINE GRADE LINE (1455UMED) (A55UMED) REAR ELEVATION, 5CALE: Ila" = I' -O" �r Q6 SHINGLE ROOF 150 STATE STREET EAST OL )SKWk, RORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCOM ROOF. r` U �O o� PLT. HT. .JMI40,, PLT. HT. m N ' 2 6 /'TIIGGO / a /5TUCCO 0 C a^ 0 00 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" , 1'_01 CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES A50VE THE FINISHED 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 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 FIN15HED FLOOR PER F.5.C.R. - 5TH EDITION (2014) 8312:2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 20901 PER FB.C.R. - 5T14 EDITION (2014) 8312:2 ROOF TRU55E5 AT 24" D.C. (TYPICAL) GARAGE 0!!%wTi1m I RN!, I SECTION AA SCALE: I/a" -- I' -m" 6 ,1� Q6 GIRDER m ❑ ❑ L 2.5TORY f'l f 1 VOLUME _a4 FAMILY LINTEL --SHINGLE SHINGLE 6 1� ROOF/ ROOF PLT, Hr_ PLT. HT. _ — /mccoL_ _ _ L5TUCCO TEMP' FIN15H «> �� FIN16H � SHINGLE �/ �l 11 ROOF L5HINGLE SECOND FF. LINE SECOND F.F. LINE a Q6 ROOF SECOND FF, LINE — T.D.M. _ — _ _ -- -T.O.M. _ j� ■ /TEXTURED Z EXTURED - FINI5H7 co FIN15H -� MATCH —= �l DISTANCE cr AT FRONT MAIN FF. LINE _ _ _ _ _ _ – — _ _ _ – _ _ _EMU _ – _ 7J.MAIN F.F. LINE — GRADE LINE GRADE LINE (ASSUMED) (A55UMED) LEFT ELEVATION 5CALE: 1/8" -- I'-01" 12 12 6I% SHINGLE 12 Q6 ROOF 6G7 �'— 5HINGLE PLT. HT. ROOF — PLT. HT. a, /STUCCO F.G. � FINI 5ECOND F.F. LINE 4� 5H,7 " SHINGLE gl _SECOND FF. LINE LO.M. ROOF -- T.O.M. TEXTURED_ TEXTURED b FINISH e FINISH MAIN FF. LINE LL�TEMP. MAIN FF. LINE GRADE LINE GRADE LINE (1455UMED) (A55UMED) REAR ELEVATION, 5CALE: Ila" = I' -O" • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED /SHINGLE Q6 SHINGLE ROOF 150 STATE STREET EAST OL )SKWk, RORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCOM ROOF. r` U �O o� PLT. HT. .JMI40,, PLT. HT. m N ' 2 6 /'TIIGGO / 66 /5TUCCO 0 C a^ 0 00 pro' c,1 410 FIN15H 7 r"_ �l FINIS SHINGLE 12 FINISH 7 X14 °' SECONDFF. LINE_ _ "HNG/LE R 7 $I SECOND FF. LINE ROOF 811 5ECOND_F.F. LINE T.O.M. _ T:O.M. _ j� /TEXTURED -" TEXTURED-TEXTURED FINISH MATCH DISTANCE FIN15H ; FINISH? MAIN F.F. LINE AT FRONT MAIN FF, LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) RIGHT ELEVATION 5CALE: ua" -1411 ELEVATION 111311 GARAGE RIGHT • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED K w. 150 STATE STREET EAST OL )SKWk, RORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCOM T A • DENVER 1994-�� r` U �O o� 0 .JMI40,, to /� m N ' 2 6 coo) N 66 6 LL 0 C a^ 0 00 pro' c,1 410 00ro� Z ci, • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED • 77TLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OL )SKWk, RORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCOM T A • DENVER 1994-�� • 77TLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST Or' MATERIAL r-MIML rr-M :VATIONS WITH APPROVED )ERLAYMENT (REFER TO VER SHEET) E -ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN ERG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH '4DOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING .. ... .. WOODEN ...... SIDING ........................ ............... ................ .... I-- ... ...... .......... ............ ................. SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4, INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5, FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE ' � PLATE (SEE DETAIL B O OPTIONS) 2 FOR OPTIONS) S\S" WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING ............. .......... NOTES: .. ........... ............. .11 ........... ............. 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 EXTERIOR FOLD S6v A�R BARRIER I�T RESISTIVE SHEATHING BARRIER TAPE -SILL PLATE (ASSEMBLED FLASHING WINDOW) 2 FLASHING FtXS-Frl-N-G--j DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 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 1 FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL_ NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. - 2X EXT WALL - FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST SEE STRUCTURAL FOR AND UP WALL BY 6" 71�71 CONNECTORS FLOOR TRUSS SEE STRUCTURAL 2 8' CMU BLOCK as SEE STRUCTURAL A TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z A 11 FLASHING UNDER S.G.D. AS Lo C, 0 v X RUBBER MEMBRANE BEYOND 4111 SHOWN, PROVIDE -" BEAD OF I; CONST. ADHESIVE TO BE APPLIED 'i.R 2 500 CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 2 m 6 ?a Na BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE -1 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING > E PER BUILDER cy 0 X PROVIDE SELF ADHERED I I ................................. . . . . . . FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE ' � PLATE (SEE DETAIL B O OPTIONS) 2 FOR OPTIONS) S\S" WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING ............. .......... NOTES: .. ........... ............. .11 ........... ............. 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 EXTERIOR FOLD S6v A�R BARRIER I�T RESISTIVE SHEATHING BARRIER TAPE -SILL PLATE (ASSEMBLED FLASHING WINDOW) 2 FLASHING FtXS-Frl-N-G--j DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 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 1 FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL_ NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. - 2X EXT WALL - FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST SEE STRUCTURAL FOR AND UP WALL BY 6" 71�71 CONNECTORS FLOOR TRUSS SEE STRUCTURAL 2 8' CMU BLOCK as SEE STRUCTURAL A TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED WALL COVERING - 1 11 DAVIS BEWS 2014 FBRC SECTION R703 EXTERIOR COVERING DESIGN GP.0VP 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 150 STA*M STKEEr EAgr -146 ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OL06MAR, FWMA 77 $13. 925. L300 TEL 13. 925. WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 8 1800 FAX WWDAVISBEW&COM REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. TAMPA o nEN\/M PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE -flel EST- 1994 WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE I 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 (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS o°4, THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND WCD TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. �®®°0®0®d�laP� ®®® ¢�.. °' R703.8 FLASHING -FASHION IN A MANNER TO PREVENT APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING co COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIORz m 0 0 FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT La cs COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION ANDZa -j cc -j CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF e, LL SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED co 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: nel 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT cel 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 0 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 SHALLALSOINCORPORATE 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. 0 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. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TI TLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • SHEET • FLASHING DETAILS 3 3 B x 0 Lo C, 0 0 0 j co cq 'i.R 2 500 2 m 6 ?a Na Lo -1 0 0 .0 0 0 > E cy 0 00 0 z 0N2It I I • JOB NUMBER 27002.196 • CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED WALL COVERING - 1 11 DAVIS BEWS 2014 FBRC SECTION R703 EXTERIOR COVERING DESIGN GP.0VP 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 150 STA*M STKEEr EAgr -146 ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OL06MAR, FWMA 77 $13. 925. L300 TEL 13. 925. WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 8 1800 FAX WWDAVISBEW&COM REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. TAMPA o nEN\/M PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE -flel EST- 1994 WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE I 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 (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS o°4, THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND WCD TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. �®®°0®0®d�laP� ®®® ¢�.. °' R703.8 FLASHING -FASHION IN A MANNER TO PREVENT APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING co COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIORz m 0 0 FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT La cs COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION ANDZa -j cc -j CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF e, LL SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED co 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: nel 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT cel 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 0 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 SHALLALSOINCORPORATE 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. 0 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. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TI TLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • SHEET • FLASHING DETAILS 3 3 B 5HEATHING TEXTURE FIN15H COAT BROWN COAT 5CRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHE51VE FLA5HING AT LOWER N05E OF M.W.W.5, SELF ADHE51VE FLA5HING MASONRY BLOCK WALL WOOD FRAME.CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER /— 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 SUBFLOOOOAR RIM JOIST WINDOW UNIT QI r%nff LASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER THRESHOLD / SECTION -A (SEE / DETAIL WP02) \ SELF -ADHERED FLASHING SELF -ADHERED NAILING FLANGE FLASHING SEAL TOPS OF JOISTS DO NOT FLASH OVER i *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING BOTTOM NAILING (SEE DETAIL DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: WALL SHEATHING CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 6" r BY PLAN FLASHING W/ TAR VERTICAL RISE OF • .1•.,.,••'f FLASHING AT KNEEWALL �•�>�;:;f::.:..:J.::.>,;:, CONT. GALV. I,L" FLASHING PER DIVERTER MANUFACTURES N FLASHING SEALANT SPECIFICATIONS OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR '', ;' y'°=: • ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE :•..:::. 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 FLASHING wiTAR FLASHING INSTALLATION FIGURE 1 FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES TEXTURED, PAINTED EXTERIOR WALL FINISH t , , o SPECIFICATIONS °'".°':>„• ,>R-�� OVER ROOF :n. •::. .:: �; :ti s'. a°' =•°`y SHINGLES WI TAR HOLD EXTERIOR FINISH 2” ABOVE SHINGLE PER ir; ;ti : ;:` r `' ROOF CONTRACT R0 FLASHING �10:x•, 0 METAL DRIP EDGE TO so ` 9L9Y BE UNDER UNDERLAYMENT AT CAULKING ROOF EAVES 7 �V OHO/'V�^/�V / _ • Sl� O -1G11 '100 $)-l'-O „ ,...•J,ti,.v • ,^ .. SRF 000 �s\o�� � N°���Ry � � A` �N� � TYPICAL ROOF TO q ti�Rg E 5E 9�, S�HG %O p p ��MGU�ysGO WALL FLASHING DETAIL :, r..• 20) .100 / i RAKE METAL DRIP EDGE TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 1411 2 FIGURE 2: WALL FINISH CERTAINTEED WINTERGUARD GABLE ENDS 7 FIRST STARTER SHINGLE WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS ASPHALT SEALANT: COURSE USED. EXTEND MIN, 6" ABOVE EMBED EACH SHINGLE IN A 2" FLASHING DO NOT NAIL WITHIN 6" 0 WIDE STRIP OF ASPHALT 6 TO 12° VALLEY CENTERLINE PER PLAN RAGING CEMENT. SPECS. 6" HIGH DIVERTER 6 �CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF GALV.'U FLASHING TRIMMED SHINGLE TYPICAL. ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE FASCIA FIGURE 3: CORNER DETAIL REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD j--,, 2ND FLOOR d I CEMENT ` PLASTER OVER BLOCK 1ST FLOOR 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 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING SLAB 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 BLOCK_,,_L� FLANGE 1/2" WEEP SCREED NOTE: , OPTIONAL DETAIL THE BUILDING PAPER AND METAL LATH MUST BE WEEP SCREED DETAIL INSTALLED OVER THE TOP OF THE WEEP SCREED. SCALE: NOT TO SCALE *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING �+. 3/4"-1" BEAD OF CONSTR. SHEATHINGINSTALL ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS THROUGH SELF -ADHERED ASPHALT ADHESIVE ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE WINDOW FLASHING SELF -ADHERED FLASHING •- •�::::::::::::.. '::.>:<; `;:,::::. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED (SEE DETAIL WP01) REFER TO TECHNICAL / :::` ' / .:..::...:.. OR EQUAL WEATHER PROOF CAULKING Lij ow, Lp � SCORED LETTER ON CHEMICAL 00 0 RELEASE PAPER COMPATIBILITY ° ' :::: >:=< : rr� 0 C SELF -ADHERED FLASHING ° / 1� T �� 11 n SELF -ADHERED FLASHING 1 " BEFORE FOLDING, SCORE O " M 6 EXTEND A MINIMUM RELEASE PAPER TO EXPOSE S VERTICALLY FROM 00 Z N � 0 ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD / SECTION -A (SEE / DETAIL WP02) \ SELF -ADHERED FLASHING SELF -ADHERED NAILING FLANGE FLASHING SEAL TOPS OF JOISTS DO NOT FLASH OVER i *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING BOTTOM NAILING (SEE DETAIL DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: WALL SHEATHING CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 6" r BY PLAN FLASHING W/ TAR VERTICAL RISE OF • .1•.,.,••'f FLASHING AT KNEEWALL �•�>�;:;f::.:..:J.::.>,;:, CONT. GALV. I,L" FLASHING PER DIVERTER MANUFACTURES N FLASHING SEALANT SPECIFICATIONS OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR '', ;' y'°=: • ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE :•..:::. 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 FLASHING wiTAR FLASHING INSTALLATION FIGURE 1 FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES TEXTURED, PAINTED EXTERIOR WALL FINISH t , , o SPECIFICATIONS °'".°':>„• ,>R-�� OVER ROOF :n. •::. .:: �; :ti s'. a°' =•°`y SHINGLES WI TAR HOLD EXTERIOR FINISH 2” ABOVE SHINGLE PER ir; ;ti : ;:` r `' ROOF CONTRACT R0 FLASHING �10:x•, 0 METAL DRIP EDGE TO so ` 9L9Y BE UNDER UNDERLAYMENT AT CAULKING ROOF EAVES 7 �V OHO/'V�^/�V / _ • Sl� O -1G11 '100 $)-l'-O „ ,...•J,ti,.v • ,^ .. SRF 000 �s\o�� � N°���Ry � � A` �N� � TYPICAL ROOF TO q ti�Rg E 5E 9�, S�HG %O p p ��MGU�ysGO WALL FLASHING DETAIL :, r..• 20) .100 / i RAKE METAL DRIP EDGE TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 1411 2 FIGURE 2: WALL FINISH CERTAINTEED WINTERGUARD GABLE ENDS 7 FIRST STARTER SHINGLE WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS ASPHALT SEALANT: COURSE USED. EXTEND MIN, 6" ABOVE EMBED EACH SHINGLE IN A 2" FLASHING DO NOT NAIL WITHIN 6" 0 WIDE STRIP OF ASPHALT 6 TO 12° VALLEY CENTERLINE PER PLAN RAGING CEMENT. SPECS. 6" HIGH DIVERTER 6 �CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF GALV.'U FLASHING TRIMMED SHINGLE TYPICAL. ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE FASCIA FIGURE 3: CORNER DETAIL REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD j--,, 2ND FLOOR d I CEMENT ` PLASTER OVER BLOCK 1ST FLOOR 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 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING SLAB 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 BLOCK_,,_L� FLANGE 1/2" WEEP SCREED NOTE: , OPTIONAL DETAIL THE BUILDING PAPER AND METAL LATH MUST BE WEEP SCREED DETAIL INSTALLED OVER THE TOP OF THE WEEP SCREED. SCALE: NOT TO SCALE *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST • JOB NUMBER 27002.196 CAD FILE NAME LOT J01 ISSUED 05-18-17 REMISED • • K 0 150 STATE STR.F..ET EAST OLDSMAR, FLORIIaA 3*77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS CAM C r +n 0oto 0 0F, INSTALL BOTTOM EDGE OF 'ee (a I 0'30)0) 0'30)0) ®® ,N � + T N Lij ow, Lp � Qom 00 0 rr� 0 C 1� T �� 11 n �0 T 00 Z N � 0 • JOB NUMBER 27002.196 CAD FILE NAME LOT J01 ISSUED 05-18-17 REMISED • • SELF -ADHERED - FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. ®®®*goose® 11111 ® 00 ceR ,-� z � L1,j C7 ' u- m 0 V) 0 fy) us IIS"1�1•IIW"IIIM��I�MI� 2585---* • TITLE • FLASHING DETAILS DAVIScz> "ll BEWS DESIGN GROVP 150 STATE STR.F..ET EAST OLDSMAR, FLORIIaA 3*77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS CAM T A • L�E1V V`ER. EST. 1994 SELF -ADHERED - FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. ®®®*goose® 11111 ® 00 ceR ,-� z � L1,j C7 ' u- m 0 V) 0 fy) us IIS"1�1•IIW"IIIM��I�MI� 2585---* • TITLE • FLASHING DETAILS i4 , r„ INSTALL BOTTOM EDGE OF 'ee WEEP SCREED 1" BELOW FINISH FLOOR gooses io® • ®® Lij ow, Lp SELF -ADHERED - FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. ®®®*goose® 11111 ® 00 ceR ,-� z � L1,j C7 ' u- m 0 V) 0 fy) us IIS"1�1•IIW"IIIM��I�MI� 2585---* • TITLE • FLASHING DETAILS I I III LIJIJ.11111..IJI J l L ll. II II I .. I __ I I I . I I STD. LIGHT FAMILY ROOM OPT. FAN J W/ FAN LANAI OPT' UP TO I / G.C. VERIFY FAN/LIGHT INTERCONNCET UP TO \ WALL MOUNT IN WALL WIRE CANS WP. / AT 8'-8" CHASE TUBE FLOOD LIGHT I G.F.I. CM D PRE -WIRE — — W.� GF.I. II II 1...---- IL_--- I A/C y DISCONK I I ROUGH -IN FOR OPT. I I I I I L;� FAN/LIGHT <1HO </ \> 1 MASTER SUITE T T T T T T T T G.C. VERIFY ALL G.G. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED FIRE -WIRE G.C. VERIFY LOCATION of (2) PENDANT PRE -WIRES VENT MICROWAVE U.G. GFJ.SERFORICE L C T ICA L MICROWAVE HOOD TO EXTERIOR DUPLEX CONVENIENCE OUTLET OUTLET +14" COACH LIGHT I DUPLEX OUTLET ABOVE COUNTER ELEC. 200 AMP G.I. I,.P WEATHERPROOF DUPLEX OUTLET — N a PANEL ARRIG. �.FI GROUND FAULT INTERRUPTER DUPLEX OUTLET 1- — — — — — — — — - � HALF -SWITCHED DUPLEX OUTLET m of WINDOWS lQ�� al ���' F� SPECIAL PURPOSE OUTLET Oo I I DUPLEX OUTLET IN FLOOR PENDANT9s atm VOLT OUTLET (VERIFY LOCATION) WALL SWITCH I – y I - GF.I. ►- oc I tHRE-WAY SWITCH AT 48 GARAGE L" I 13 r -� I 14 FOUR-WAY SWITCH DINING KITCHEN I I D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE I - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH FULL / I i TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN ;Q, EXHAUST FAN/LIGHT COMBINATION SD CH / \ I ® ELECTRIC DOOR OPERATOR (OPTIONAL) I DM FOYER \ PUSHBUTTON FOR I / ® CHIMES (OPTIONAL) DGD. OPENER I o PUSHBUTTON SWITCH (OPTIONAL) PENDANT I L — — — — — — — - c CARBON MONOXIDE DETECTOR T © LOCATION) RIFY G.F.I. GF.I. COACH ® SMOKE DETECTOR AT 48 AT 48" LIGHT sc SMOKE / CARBON MONO. COMBO DETECTOR ' TELEPHONE (OPTIONAL) M GEJ. I TELEVISION (OPTIONAL) ' ? I Q THERMOSTAT ELECTRIC METER RouGH-IN ENTRY I G.C. VERIFY GF.I. OUTLET IN NON = ELECTRIC PANEL M. BATH �, J FawL�Nt �`�;._,, WET AREA DISCONNECT SWITCH Q DEN ; -�; ,O O, 0 SPEAKER (OPTIONAL) UTIL. PWDR ,Q� �Q I G.C. VERIFY GF.I. I DATA OUTLET / v� ROUGH -IN FOR OPT. CEILING FAN _ c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V GJ ROUGH -IN FOR OPT. CEILING FAN Fl RIZ -UP NOTES" E -UP MAKE LIGHT DIRECT VENT DRYER TLIGHT 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GPI.) AS INDICATED THRU EXT. WALL ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. a. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" 11 MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT OUTLETS...1.14 K ro TELEPHONE. J4" (UNLESS ABV COUNTERTOP) 150 STATE SI'REEr EAST . OLDSMAk FLORIDA 34477 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �r i� TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER LO J co SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE Y/ p 5 0 0) AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4/0 ALU. CABLE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING L L AIC ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAIN DISCONNECT METER 0'3�E� CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. COMBO - SQUARED 0_3 C0 DISC. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 ' REFER TO FLOOR M4 -j QD TYP• INSIDE 014 AND 012 COPPER TO LIGHTS AND OUTLETS 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE 40 UTILITY PLAN FOR NOTED MAIN DISC. PANEL ROOMS SHALL BE GFC.I. PROTECTED IGF.0 AMPS. REQUIRED 10 COPPER TO WATER HEATER 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL UNDERGROUND +8 COPPER TO RANGE ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRP.A.10, N.E.C. 2011, F.B.C.R. - 5TH SERVICE BY EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. POWER COMPANY "4 COPPER TO 5/8" GROUND RSD ALSO SERVICE TO BE BONDED 1. EVERY BUILDING HAVING A F0551L-FUEL-BURNING HEATER OR APPLIANCE, TO FOOTING STEEL FIREPLACE, OR'AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAF43ON 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 ELECTRICAL RISER D IAG RA M SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE NOTE: LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT • JOB NUMBER 27002.196• CAD rXE NAME LOT 301 ISSUED 05-18-17 REVISED K ro 150 STATE SI'REEr EAST . OLDSMAk FLORIDA 34477 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �r i� r 0 Jo1O0 0 LO J co Y/ p 5 0 0) 'N N co L L °aIL . 0 0 0'3�E� 0_3 C0 �x 0� M4 -j QD T 0 0c z 1 lot • JOB NUMBER 27002.196• CAD rXE NAME LOT 301 ISSUED 05-18-17 REVISED 2585 • TITLE�� • MAIN FLOOR ELECTRICAL PLAN 11. qu •� SHEET DAVIS BEWS DESIGN GPOVP 150 STATE SI'REEr EAST . OLDSMAk FLORIDA 34477 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 2585 • TITLE�� • MAIN FLOOR ELECTRICAL PLAN 11. qu •� SHEET T T T * T T d G,C. VERIFY ALL G.C. VERIFY LOSMOKE DETECTORS FOR CEILING FATO BE HARD -WIRED PIE -WIRE * * * * * * * 0 DUPLEX CONVENIENCE OUTLET + DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 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 WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN ---� TRAGIC LIGHT FLUORESCENT LIGHT FIXTURE fg EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) c� CANON MONOXIDE DETECTOR @ SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER Aw ELECTRIC PANEL - DISCONNECT SWITCH SPEAKER (OPTIONAL) c -g1> ROUGH -IN FOR OPT. CEILING FAN v J c � CEILING MOUNTED INCANDESCENT LIGHT FIXTUI;ZE W/ ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEMPTERS (GF.I) AS INDICATED ON PLANS OR 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 A5V COUNTERTOP) TELEVISION...14" 3, ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.i. DEVICE AND TAMPERPROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED IG.F.I). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N,F.PA.10, N.E.C. 2011, FB.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 10 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. POUTER 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 RIGHT JOB NUMBER 27002.196 CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED x DAVIS BEWS DESIGN GROVP Urn EST. 1994 c-_, 0Jeno N' O0�M NMI(4 L >?JN L L ���-. to 0 0 -0 �Q(�6 i J m 0 g ZN 04 JOB NUMBER 27002.196 CAD FILE NAME LOT 301 ISSUED 05-18-17 REVISED 2585 , • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813. 925. 1300 TEL 813.975.1800 FAX W W W.DAVISBEW&COM TAMPA • nE VER EST. 1994 c-_, 2585 , • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • I11 u _ _ - - I � 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-133 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/1N TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY 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-133. ("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. TABLE WITHIN BCSI-B3). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8, ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. Fb =2650 Fb =3000 Fb = 2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc ll= 3000 Fc 11= 2100 Fc j = 450 Fc j = 900 Fc j = 450 Fv =286 Fv =285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 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 WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'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 ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -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 1 st (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 +1/7-1-1/8", 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. STRUCTURAL STEEL 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 Y16" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. DESIGN PRESSURES METAL COATINGS FOR USE WITH PRESSURE TREATED WOOF. GENE RAL. NOTES 1T IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, WIND EXPOSURE B 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. LINTEL PLAN 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 PREFABRICA'T'ED WOOD TRUSSES CONSUMER SERVICES. (+) 21.2 (+) 21.2 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR -) 22.9 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. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS ASTM A-615 GRADE 40. AND STRUCTURAL PLANS FOR MORE INFO. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY GARAGE DOORS 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 SQ FT) 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. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: 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-133 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/1N TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY 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-133. ("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. TABLE WITHIN BCSI-B3). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8, ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. Fb =2650 Fb =3000 Fb = 2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc ll= 3000 Fc 11= 2100 Fc j = 450 Fc j = 900 Fc j = 450 Fv =286 Fv =285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 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 WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'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 ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -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 1 st (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 +1/7-1-1/8", 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. STRUCTURAL STEEL 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 Y16" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.1,8 S4 WIND PRESSURE & SUCTION EFFECTIVE NOTES & CONNECTOR LEGEND S4.2 (PSF) WIND LINTEL PLAN SD1 VALUE DENOTES PRESSURE AREA (SQ FT) GENERAL DETAILS " SD3 - VALUE DENOTES SUCTION AREA 4O O 10 (+) 21.2 (+) 21.2 ST1 -) 22.9 - 28.3 20 (+) 20.2 (+) 20.2 1 (-) 22.0 - 26.4 50 (+} 19.0 (+) 19.0 3 (-) 20.8 (- 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" + + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 4 4 �a5� 55 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 FORA TYPICAL SINGLE STORY HOME IS 15FT 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA, OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET 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 STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 2/7/2017 UPDATED PLAN TO INCLUDE ELEV C W/ BFS TRUSSES PER LOT TB -296 2 3/1/2017 UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/ BFS TRUSSES PER LOT TB -148 3 3/2/2017 UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS TRUSSES PER LOT TB -191 4 3/15/2017 UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS TRUSSES PER LOT TB -290 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (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. (D Z 0 0 U- 0 U) N A/C P %D A/C FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. r) 2. PROVIDE 3-1/2" 3000PSI 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 CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT WIMAN. SPECIFICATIONS PRIOR TO POURING OR z RECESSING DOOR SILLS. 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. w 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. --- 9. NO WOOD STAKES PERMITTED IN FOUNDATION. LLI 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS 0) AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD W FOOTING STEP DOWN AND CORNER INFORMATION, US00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ease 000 °® C=D 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH " -j z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 00 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 4 Z V :W W COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE> z an ' z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 0 W % 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO X j FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. M SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 U PSF. INN 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND '4 N FOOTING SIZES PENDING DEPTH OF STEMWALL. U C) FOOTING SCHEDULE C z 0 0 12"x12"xl 2" dp w/ #5's EQUALLY SPACED EA, O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS &3" MIN. COVER TO EDGE OF CONC. U O24"x24"x12" dp w/ #5's EQUALLY SPACED EA, Z 9O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. • BARS & 3" MIN. COVER TO EDGE OF CONC, 0 2811x28"x1 2" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 3211x32"x1 2" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. < O36"x36"x12" dp wl #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. j fJ rz Z BARS & 3" MIN. COVER TO EDGE OF CONC. W 8 = 0 Lu 5; 42 x42"xl 2" dp w/ #5's EQUALLY SPACED EA. C) C-4 W. 3,5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.N 06 V) d z to rp BARS & 3" MIN. COVER TO EDGE OF CONC. 0 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. z O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF z CON F- ro nC. -j i9i 54"x54"x`16" dp w/#5's EQUALLY SPACED EA. < gj 4.5 G WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. < U) CJ O BARS & 3" MIN, COVER TO EDGE OF CONC. C) 0 < Z Z :) -C O60"x60"x`16" dp w/#5's EQUALLY SPACED EA. z 0 Cmd WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. vi BARS & 3" MIN. COVER TO EDGE OF CONC. I <' i Z; LLJ z -j z W00 SYMBOLS LEGEND 4= F- 0 LL * INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Uj TO TIE BEAM (6-8" O.C. MAX U.N.O.). ED "r * INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U) TO TIE BEAM, 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VER -I. #5 CONT. FT.G TO TIE BEAM, 0 Im z 0 F- 0 F - Z Z 0 J 0 -j ac - Uj 0 0000 LO C-4 IM Z F- 0LIJ LL b —j Uj >- a 0 < 10 H 0 F- 2 101� STRUCTURAL ENG: CFG BAD DRAFTING: -STRUCT: DJ ---------- ------ QC CHECK: MRB JOB No. TM - 2170935 SCALE: AS INDICATED DATE: 05/30/2017 FOUNDATION PLAN_ 1/4"=11-011 S2 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 ofIVIONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. I I T777YMBOLSLEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM (6'-8" O.C. MAX U.N.O.). O • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. z _O (1) #5 @ TOP, BOTTOM ❑ &@24"O.C. VERTICALLY BETWEEEN COLUMN & MAIN HOUSE CMU 0 FILLED CELL PLAN VIEW 1 #5@TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEEN COLUMN & MAIN HOUSE CMU SECTION VIEW fi D1 MASONRY COLUMN TIE IN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). Uj M a A �• ° ®°®® �.�j� ®moUj ao o ® Q U iso tL9 `, °p o Q �e w ®s®�� 0 @619 o ° 02 ch 011 IT U �`��� o 0 O C O U 1 O am z Z go 12 W W :rZSh 06 _'F) Z ori Z Q (0 z << �W -J a.� OC �3: ftJW Z 0 �Wo Fn .4 m ° Z �3 o 11 M � Z 0 Oj-j w - LU IX W°o , 0 000 Lr) m F- 0uj LL IU �Q�0 p FQ- F- CL STRUCTURAL ENG: CFG /-BAD----.-- DRAFTING: -STRUCT: DJ QC CHECK: MRB JOB No. TM - 2170935 SCALE: AS INDICATED DATE: 05/30/2017 DOWEL PLACEMENT PLAN_ 1/4'1=11-011 3 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. I_I �; I��IIe11 WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. FIRST F FRAMING 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. O_ h U) W 0 W r � ui ale C:3� Ili 00 �' d•, °•m t�2 o N Y d Go 0 Os J 6 ® W ��� ,®®®®• ®+ �® b `� ,Q„ 0-3 m W U c ° o pof�6 N U Q ° O • � V W a� Z (D w �F8� WW win Z 06F— z Z or <C J 2AIgz: 96 z Z = IDS, O aC E 164 w O Z a- o � w LL �_ c— 54 IM o z O o u ZZO ow M/ W M°o 0000 N m I— 0WZ LL W Q 0 c"S O STRUCTURAL ENG: CFG / BAD ^ DRAFTING: _ -STRUCT: DJ QC CHECK: MRB JOB No. _-^TM - 2170935 -- SCALE AS INDICATED LA N DATE: 05/3Q/2017 1/411=11-011 S4 BEARING WOOD WALL SCHEDULE TAG STUD SPACING LUMBER SPECIESCAP. CONNECTION & FASTENERS UPLIFT (plf) BLOCKING TOP BOTTOM B1N1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN SYP #2 BUILT UP STUD COLUMN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN O6x6 BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. COVER NOTES BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN COVER NOTES. BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN O5-1/4"x5-1/4" BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 1 3rd. PT. 7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 116Q plf MID -SPAN 3, CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. ll MIN. 7" EMBEDMENT BW10 12" SYP (3)12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 600 BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN (AT EXT LOCATIONS INCLUDE (3)124 TOENAILS) BW12 12" SYP 11/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 2rd. PT. FRAME TO CMU STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D.. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O.. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS w/in BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A !'GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS@32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. ;111111 li_ II III 116�111�I1 II III E 1' COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN Q(2)2X6 SYP #2 BUILT UP STUD COLUMN Q(2)2X8 SYP #2 BUILT UP STUD COLUMN O4x4 SYP #2 POST O6x6 SYP #2 POST <8> 8x8 SYP #2 POST (2)META16 OR (2)META20 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/74-1/2" COVER NOTES B2x10 3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTUAL <8>3-1/2"x5-1/4" COVER NOTES. (1)ply 1985 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER NOTES. (2)ply 1900 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x9-1/2" COVER NOTES. ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER NOTES. H10A 1340 ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER NOTES. (2)ply TRUSS H1OA-2 w/(18) 1 O x 12" NAILS 7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL H1OA-2 1070 COVER NOTES. 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER NOTES. REQ'D. @ OPENING 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5 COVER NOTES. 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 @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS &a" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d 131" x 22" 10d .148" x 3" 12d .148" x 34' 16d .162" x 32" 8d RING SHANK .113" x 22" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED ITIS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG SIMPSON CONNECTOR TYPE VALUES VALUESSPF(Ib) TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS SYPl (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 META16 w/(7) 10dx12" NAILS OR w/(6)1 Od NAILS & (14) "x24" H2x10 PLATE TAPCONS META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 (2)META16 OR (2)META20 H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 19$5 (1)ply 1985 NAILS & (18)T"x24" TAPCONS (2)ply TRUSS (12) 16d x 12" NAILS (2)ply 1900 (2)ply 1900 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H10A w/(18)10d x 12" NAILS OR TO BEAM: SIMP. HUC410 w/(18)16d & H10A 1015 H10A 1340 (10) 10d NAILS B2x12 WITH 1/2" FLITCH (2)ply TRUSS H1OA-2 w/(18) 1 O x 12" NAILS FRAME TO FRAME H1OA-2 1070 H1OA-2 1245 PLATE BETWEEN PLIES ON MASONRY: (2) SIMP. MSTAM24 HTS20 w/(24)10d x 12" NAILS REQ'D. @ OPENING TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH TO BEAM: SIMP. HUC410 w/(18)16d & (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 a (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 10'-0" TO 12'-0" (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)1Od x 12" NAILS B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od El (AT EXT LOCATIONS INCLUDE (3)124 TOENAILS) FRAME TO FRAME 860 1000 ON MASONRY: (2) SIMP. MSTAM24 MGT w/(22)10d s" EPDXY ANCHOR WSIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 TO BEAM: SIMP. HUC410 w/(18)16d & 7" EMBEDMENT (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od HTT4 w/(18)16d x 22" NAILS & 5' EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 ON MASONRY: (2) SIMP. MSTAM24 SET EPDXY MIN. 7" EMBEDMENT TO POST: (2) SIMP. HTS20 OR LSTA18 10 Fo� w/(16)10d NAILS w/8" EPDXY ANCHOR WSIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT EPDXY OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE 11 HTSM16 w/(8)10d NAILS & (4) �'x 2�' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 1 Od NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 EPDXY MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 2g' NAILS w $' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7' EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4235 (18)#10x12' SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)1 Od x 12' NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4'W-1/4" FRAME TO CMU 2420 2800 TAPCONS 22 SIMPSON HGUS 5.50/10 W/ (62) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4'W-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H1 OA FOR SINGLE PLY, OR H1 OA -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. 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 #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR 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 IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED 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. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14) "x24" H2x10 PLATE TAPCONS ON MASONRY: (1) SIMP. MSTAM24 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3.5x7.25 PLATE NAILS & (18)T"x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5xl1.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3x12 PLATE NAILS & (18)4'x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: (2) SIMP. MSTAM24 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH TO BEAM: SIMP. HUC410 w/(18)16d & l'-0" TO T-11" 1 (10) 1 O NAILS B3.5xl 1.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 8'-0" TO 9'-11" 2 NAILS & (18)4'x24" TAPCONS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)T"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL , U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS O.C. TYP. ONE SIDE MIN 2 FROM TOP AND BOTTOM OF BEAM @6 ( ) N 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2"FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 1.6d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.76"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5xl1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END l'-0" TO T-11" 1 1 4'-0" TO T-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4 O.C. AT ALL SUPPORTED` EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS, PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH 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, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 1/411=1111-011 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 O O (0 Uj \\�91ilf111/®/ a M L ao ® d LLI C3 I LU Uj Z Q ®®,®,0 ,,°®� 0 ®s� m U_ 0�) T o o U c. O ZG��Sti U O � Q ca Q Im r� O Z rn L U U) -irz8, o W ro W N V) Ill 06WZ r maw Z 0 reI� Z Z z F29 m: J �n OW=�g V 0 O a4In0e3E 0 J u Wbuj1 Is W 5 I-- W o tj carc� �= i W O _ L m 0 Z 0 11 M Z O 0 J Q W 0 0000 N2 C-4 iir ■ W O -jZ w '©0 O p LCL 52 STRUCTURAL ENG CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: MRB JOB No. TM - 2170935 SCALE: AS INDICATED DATE: 05/30/2017 S4.1 y� o� J08 J09 X = J10 J11 J11 J10 m J09 J08 SO F 4 SD5 �' oo 0) O �O1P p O 4 A SQ SD5co co 00 00 M H2X 12 W X X W W 166 io, NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES Ll STRAPS STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-01' 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'-41' 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 REQ'D J09 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN, 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 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. so U o a r - o SD5 ilso c o 0 STRAPS I■ IWO AS H1 ILI Mimi I J20 J20 N J20 GEO J20 D J20 J20 J20 J20 J20 SOS �j 0000 �. 00 00 00 00 p O ' CV M M M M M M M M N ` O t- O O 00 0 O O � p p p O O O - r r c- e- r r r r- �- r r r - O O �L� so SO B 4 S05 B 4 SD5 STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES . WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-01' 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'-41' 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. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN, 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 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. ar® \66111�rrr®®®® LLI M Off® v ®®i°° .®®®®•® ®® r� a U i 00 ®� ®®O •®%• ®� ®• O J _ Z v• �1 ® U r "k GC ® . a 0 v J ® ® lQ • �•®•® r ® W < 0 � , LL % 0 0 lC O b co 14, U o a r - o OU c o 0 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B Z 0 am c3' z Z Fn /J^ Zirzg, C 1..1.. V) Ur c az all I� Z z o©�_ a yah la (n Z W W U Q� �'5E LL L) w6� � I� P O LU N LU L.I� I m 0 Z cb O0 c �� M Z0 O J _j �QW W LO 0000 O 2ND � J m O Z ' `U Q 0 O r s Q STRUCTURAL ENG: CFG / BAD DRAFTING: .j STRUCT: DJ QC CHECK: MRB JOB No TM - 2170935 SCALE: AS INDICATED ROOF FRAMING A DATE: 05/30/2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. ._._ CONTRACTOR TO VERIFYAT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN BAR SIZE THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D d' v WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL VIC11 PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) TYPICAL TRUSS ANCHOR PER PLAN SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS 7 -" "— °. 21/4 41/4 CORNER AS REQ'D '`' ""'� INDICATED IN TRANSOM OPENING 5 5/8 ° PROVIDE SCREEN WHEN BLOCK BELOW w , psi LINTEL BLOCK FILL w/ 3000 sl CONC. w/ Fd'° LINTEL, #6 TO BE a v d a ° HOOK PER IS NOT REQUIRED TO BE FILLED 33/4 7 151/2 ° v . d HOOKED INTO FRAME INFILL AROUKa, U) MD08 (1) #5 DIA. REBAR 41/2 81/16 ., w .. ,• ° ., a ,. ..•. •G. •, ° 36 SIDE VERTICALS " .. 16 1/2 STANDARD 90 DEGREE HOOK —' µ SEE PLAN FOR TOP OF WALL AND LINTEL INFO v ve ,d.'. °° BAR SIZE d ..:6 �� d' ° LAP SPLICE BEND 0 d' v °' '.*• „A,I ;. VIC11 LINTEL PER PLAN :;°.'':; '''�:;,:' TYP. BOND BEAM 8" x 8" x 16" K.O. °— �Y VICV. ° �"'` -"- """' •"""' `— �4 7 -" "— °. 21/4 41/4 91/4 '`' ""'� °• TRANSOM OPENING 5 5/8 ° w , psi LINTEL BLOCK FILL w/ 3000 sl CONC. w/ Fd'° #5 a v d a ° 113/41 25 33/4 7 151/2 ° v . d ` ° d ' : FRAME INFILL AROUKa, U) 14 (1) #5 DIA. REBAR 41/2 81/16 ., w .. ,• ° ., a ,. ..•. •G. •, ° 36 WINDOW BY BUILDER '' .. 16 1/2 � 0 51/4 9 13/16 213/4 SEE WF01/SD1 FOR \ - FILLED CELL INFO. MIN. (1) IS REQ'D ON. JOw W Z :.."•. ' EITHER SIDE U.N.O. Lo LL �I'�' ZBOTTOM ° z �0 W STEEL IN LINTEL IF (2) 2X13 SYP#2 P.T. HEADER '•` TURNED SIDEWAYS. INDICATE - SHOULD HOOK INTO ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 .. , DOOR OR WINDOW OPENING HANGER @ EA. END. W/ ' ° VERTICAL CELLS PER MD08 (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER �'� • d ROUGH OPENING PER PLAN ^""' -""" a ' 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 II BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE ad ° MD08 FOR LAP INFO. ° PROVIDE CLEAN OUT OPENING Q GROUT a NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 4DOk TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE '.*• „A,I ;. VIC11 LINTEL PER PLAN :;°.'':; '''�:;,:' VINI "B" VICV. ° #3 17/8 �4 7 15 21/4 41/4 91/4 `+'•,i .. TRANSOM OPENING 5 5/8 91/2 20 3 , 121/2 24 #5 31/8 8'" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE II BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE ad ° MD08 FOR LAP INFO. ° PROVIDE CLEAN OUT OPENING Q GROUT a NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 4DOk TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE '.*• „A,I ;. VIC11 LINTEL PER PLAN :;°.'':; '''�:;,:' VINI "B" VICV. "D" #3 17/8 t 7 15 21/4 41/4 91/4 `+'•,i .. TRANSOM OPENING 5 5/8 91/2 20 3 , 121/2 24 #5 31/8 7 113/41 25 33/4 7 151/2 30 #6 FRAME INFILL AROUKa, 81/16 14 30 41/2 81/16 181/2 36 WINDOW BY BUILDER '' -r'' 16 1/2 SEE DOWEL PLAN FOR 51/4 9 13/16 213/4 SEE WF01/SD1 FOR \ - FILLED CELL INFO. MIN. (1) IS REQ'D ON. MORE INFO :.."•. ' EITHER SIDE U.N.O. " (2) 2X13 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) 10d NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE „A,I "B" VIC11 "D" VINI "B" VICV. "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 7 113/41 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 4.3/8 9 13/16 16 1/2 35 51/4 9 13/16 213/4 42 I U #3=22. #4=2Y2' #5=2Y2 #6=3" #7=3Y2 1. 6'-4" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS H STANDARD LINTELS STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / $F24-06 191F32 -113/8F32 -121B V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'4" 1006 1663 / 1349 5365/1999 7342/3123 10000/4249 8" BEARING EA. END 4'-0" 860 1651/1349 6365/1999 7342/3123 10000/4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT Z 5'-21" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6'-2 488 991 /991 2661/2143 5681/2698 6472/3685 F- 7-41 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 8'-0" 354 726/699 1843/1625 3486/2255 6206/2886 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 9'-2" 315 618/536 1533/1247 2781 /1946 4754/2489 ADEQUATE FOR THE LOADS. C.1 10'-01' 292 5671454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS W 10'-8" 277 492/352 1254/1132 21931 1567 3562/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY Q 11'-2" 255 471/352 1075/1075 1838/1667 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 12'-0" 239 418/297 1075/1046 1838/1446 2883/ 1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 29210 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS - -- --- - 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fC PRECAST LINTELS= 3500 PSI. W 20'-0" 0 180 / 0 598 / 0 1024/0 1441/0 2. f PRESTRESSED LINTELS = 6000 psi. i 20'-8" 0 145/0 660/0 981/0 1 1376/0 3. GROUTED PER ASTM C476 fg = 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 -PILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W1 MINIMUM NET AREA COMPRESSIVE' STRENGTH =1900 PSI. `®®®aarlllll/�®®®® Uj a- CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB ®/COIq 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ®®®o•®®b`��� ®®®o t� W °� 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 RELAXATION. 7/32 WIRE PER ASTM A510. �� ®® •®•• 9" i r-- Uj 3'-0" 1230/1230 2769/2769 4085/4085 ®� �'®2 pN = -7 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ui' ,w �. °s o v 4'-4" 846/833 2121/1716 3127/28390 F' • --I 5'-4" 664/572 1761/1761 2595/2596 LINTEL F = FILLED WITH GROUT / 1z , u l < MARK00 6'-4" 626/434 1539/1539 1329/2267 REQUIREMENTS U = UNFILLED R =RECESSED ; -�1� �.•� ,�� Q W 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR ®i® V� °••®•••••® ® _�- p 8'-4" 416/235 1162/1162 1694/1552 0 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY 1%1. Q ® ®'' m LL 8F16 -113/1T ®®®,,► rrrr®®`, �`- 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 8F8-1 B/1 T QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. CU 8RF14-1 B/1T NOMINAL HEIGHT r 0 � p NOMINAL WIDTH �•/ 8F16-1B/1T o O Q 8RF14-OB/1T TYPE DESIGNATION o co v O 8F16-0B/1T 1-1/2" CLEAR & U`��� p O 8F20-1B/1T L..FGROUT zEBAR AT TOP MIN. (1) REQ'D I-��I oO 8F20-0B/1Td a .U. O$RF22-1B/1T � � VU 'n z EBAR AT BOTTOM OF LINTEL8F24-1B/1T ITY ,�—,TTOM REINFORCING PROVIDED O� 8RF22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) O 8F24-0B/1T 8 NOMINAL WIDTH ON _ FILLED 8RF301B/1T el O 8F32-1B/1T 1-1/2" CLEAR 8RF30-0B/1T Q 0 W #5 REBAR AT TOP MIN. (1) REQ'D Z s 8F32 -0B/1T U �+ V Q z C.M.U. W J grz O $F3$ -1 B/1 T LO z � c a N d C LOO �z O 8F12-1B/1T 06io O FALLVALUES * BOTTOM REINFORCING PROVIDED J Z40 -OB/1T O � rs7-5/8" ACTUAL IN LINTEL (VARIES)h8 -0B/1T 8" NOMINAL WIDTH La� cna�ggg UNFILLED Z z M 0W O'<<Wu''ii E 0zo SAFE LOAD TABLE NOTES F- Uii F BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J Z UST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED, W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LLI 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U% 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. o 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. m 0 Z O c ON,M � Z O O _ J �alw. 0000 N OC m O—� Z IW LL W no ,.... O O �2N- IX STRUCTURAL ENG CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: MRB JOB No. TM 2170935 SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK DATE: 05/30/2017 D08 REBAR SPLICE DETAIL LINTEL PLAN of I nS5 11'-81 3'-2"7t4" —�I` SCALE: 3/4 = 1 -0 i8 = I —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) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO _ ' TIE BEAM SPLICE TO IF BRG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x BRIG WALL PER a �.� �1 1/2" J -BOLT W/ MIN. 6' SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING BE MIN. 25" GROUT BE MIN. 25" GROUT d Q � PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID :.� REQ'D BELOW MASONRY WALL . MASONRY WALL w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" MIN 4" CONC. SLAB PER FOUNDATION PLAN - - SEE PLAN` •'� SEE PLAN � � � FOUNDATION PLAN COVER TYP, 1-1/2" COVER TYP. 2 1/4" � � CONC. SLAB PER CONCRETE SLAB PER CONCRETE SLAB PER •'.�� z CONCRETE SLAB PER w FOUNDATION PLAN FOUNDATION PLAN ' s FOUNDATION PLAN ¢ - $ Z 7�I. > a FOUNDATION PLAN W g > 2x PT SILL PLATE 2x P.T. SILL PLATE �. VARIES a.� W a s a s ° m d• .e' °a. ° �I• SEE PLAN .�. °. .do e '° ° 'I w�, •� a 4 d° °; Q'd ° ..'�.d.�;,�da, .. ; .; ••I'. .d .°, A. '•. 00 0 -- ° �d GRADE a ° d GRADE _ d — —_ — _ _ •.d. —I O ° 1 a W • d . d e• —I i coa 4" d' . ? 4 .°.• e, •4 . °• ° • _ L+ •f.d••. I. e..: •' .d — d e e ': 1 , ° a III- e ° a a .'• Q -III—III—) I • .. III III III— I 1=1X '� 3, ¢ .n O e d' O —I 00 — — �- III --� — — ° . —I I I — • I I L—III- /� — _ ° I —I= -=I I —I L= °a : I ° 4—I --1 I ° , _ d I - ° a ¢ I —' — _ co III I I I 1 I '° = I I_ --_ _— Iz— iI I I=1 I I III i - I I I—III I I I I (- (2) #5 BARS CONT. w/ 3 �I W (2) #5 BARS CONT. I III_, ' i I , I (2) #5 BARS CONT. I III 111— 8 16 W COVER TYP.; AT 8" 8" 8" D W/ 3" COVER TYP. _ CLEAN COMPACTED CLEAN COMPACTED W/ 3 COVER TYP. 3 COVER' FILL 95% STANDARD > 2 -STORY COND. (3) #5. 3" COVER @ CLEAN COMPACTED CLEAN COMPACTED CLEAN COMPACTED FILL @ 95% STANDARD DENSITY o ° (2) #5 BARS CONT. w/ 3" „ „ BARS REQ'D & FTG TO 8 1 -4 8 1 -4 FILL @ 95 /o STANDARD U COVER TYP.' AT 6 $ 8 FILL @ 95% STANDARD FILL @ 95% STANDARD Ir 01 „ „ DENSITY „ „ 11 'k 11 14 qo BE 20" WIDE ° DENSITY (2) #5 BARS CONT. w/ 3" `e) 2 -STORY COND. 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ELASTOMERIC JOINT DENSITY z FILLER v < m (IVIt-U)FOOTING @ SHOWER AT MASONRY (MI-Ot THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/411=1'-0." r� VJ J #5 DOWEL W/ MIN. 6" Z FILLED CELL PER PLAN WOOD POST PER PLAN EMBED. INTO MAIN ,� O FOR SIZE AND BASEo "" CONNECTION FOOTING W SIMPSON 3/4 EPDXY @ 12" O.C. W g GARAGE TOP COURSE TO BE CONCRETE STAIRS AS agii CHAIR BLOCKS. ro 1-1/2" REQ'D PER GRADE W/ C e6 I CONC n CORNER FOUNDATION PLAN ENTIRE BASE TO BE H TOP VIEW �`"' . SLAB PER 1-1/2" CLEAR CONC, SLAB PER CLEAR MIN (1) #5 BAR @ FILLED SOLID FOUNDATION PLAN NOSING - O = 1 r .SEE ELEVATION CMU BASE w/ (1) #5 Z v SEE L"� GARAGE WALL VERTICAL @ EACH :. r° d ° c �;• ° °. ' 4 _ _ _ PLAN 0 CORNER. SEE FLR. _ a. - o — "j _ Q BEYOND ' . � � i i I— .; .e.. , co M �11= •d o • � CONC. SLAB PER PLAN FOR BASE SIZE ° ° e . — ° ° % - ° °. I° Q . , d ° - ° 9 .. r d e .. a 0� M �.,. FOUNDATION __...._... _._ DRIVEWAY BY �'. z (2) #5 DIA. BARS @TOP = "d �. , Z (2) #5 DIA. BARS @ TOP — ': , . , '4O ° ° d.. W r 0 W PLAN I BUILDER- CONCRETE d' m WHEN MONO DEPTH I. ....•...I,�' 2 0 WHEN MONO DEPTH III=I i _ i' ` w.' vj o_ Z Uj g p F -- SEE FOUNDATION FOR o- ¢ EXCEEDS 26 , IF =III—) �r OR PAVERS > ° e F– EXCEEDS 26 , IF ° ; ,Ak 3/4 PAD SIZE : '. ° W DEPTH < 26" THESE I—I I ( d°. ° M ° DEPTH <26"THESE -= I I �. . ^ °•.�.• ,..e a O � F— ° d a W w BARS ARE NOT REQ'D BARS ARE NOT REQ'D CONC. SLAB OR > W °'' 4. GRADE — ° d de ° W „ �..�'. ° �. °. GRA E W O . ed ae . a PAVERS PER PLAN 4 4d.' C U #3 STIRRUPS @ 48 = I `, ° ;.. , =1 I,' #3 STIRRUPS @ 48"_ U. ,.,�■ CO . •.-° O.C. WHEN MONO —_— ° II—I I I� , Z O.C. WHEN MONO III—I ° e III—III-1� 1- _ _ '. 4 _ _ _ "" ," — CLEAN COMPACTED � e • :, DEPTH EXCEEDS 26, _IL-� � . , .�. ° —) (_ � DEPTH EXCEEDS 26", —1 I I � .' 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W/ , ; , I, ; ,—, ; d 4, . a '-�' ° ' e (2) #5 BARS CONT, W/ e —1= — —° '° — — —I � 3" COVER TYP. @ 3" COVER TYP. 1 "_q,"" FILL @ 95 /o STANDARD FILL @ 95% STANDARD 1'-4" FILL 95%STANDARD o DENSITY — — — — — DENSITY DENSITY .eq fiFl THICKENED EDGE @ GARAGE DOOR fiFl FOOTING @ ENTRY MASONRY COLUMN fiF2 DEEP MONOLITHIC FOOTING fill=2' DEEP MONOLITHIC FOOTING W/ STAIR m 3/4"=1'-0" 3/4"=1'-0" 3/4"=l' -O" 3/4"=1'-0" Z cti O 11 TOP k #5 x 4'-0" � M PVC OR SCH40 SLEEVE H CENTERED AT PIPE q..a z J O PENETRATION O J lj lw 81' CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE ='a — ° ° CONC. SLAB PER FINISH PER ELEV.CENTERED AT PIPE (� ° �—III-1 I _I � 4,Ry 1 FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I I—I I ( III= I O O° 0 La FINISH FLOOR ELEV. -I • 4 _ (1-- C4 FINISH FLOOR °D - —I I— '° ° PIPE PENETRATING I— °° d 0 W Z GRADE PENETRATING PIPE —I I=III—III=III- =I I- U Q ••...i ' ''i .. .• .° L] d LU 0 SEE .•e.. •:; '.... IIT - •. ., :.. •, _— _ II 1= 1_= 1 .. ° . PLAN OR 4', LOOP TIE (TYP.) ° I- O 'd SIZE & REINF.rI_ F- ° PIPE PERPENDICULAR TO FND —I I —_= I I— — — PVC SLEEVE MIN. -iI1=III= 1= FOOTING PER PLAN zr ' DIAMETER TO BE 2 Lng — STRUCTURAL ENG: CFG / BAD CLEAN COMPACTED I — I—II I' DRAFTING: PIPE SIZES LARGER FOOTING PER PLAN STRUCT: DJ THAN THE FILL @ 95% STANDARD -) I I I I I ; III= SEEFDN PLA OR SIZE N PENETRATING PIPE (SIDE VIEW) DENSITY PVC SLEEVE —I I _ & REINF. I _ _ QC CHECK: MRB (FRONT VIEW) JOB No. TM -2170935 SCALE AS INDICATED PIPE VERTICAL THRU FDN -------.._ DATE 05/30/2017 AF11),TYPICAL FOUNDATION PENETRATIONS NOT USED 3/4"=114" SD1 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 n N, I (1) #5 BAR IN PRECAST 1, MIN. (6)1/2"x5"TITEN HD WI 3-112" MIN, EMBED, (2) 2x TOP PLATE W/ TO BE INSTALLED WITHIN 2. MIN. (6)1/2' ASTM F1554, G, 36 (OR BETTER) THREADED ROD WI (3) 12d END NAILS TO LAST STUD PROVIDE STANDARD 4-1/2" MIN. EMBED, W/ SIMPSON SET -XP EPDXY OR EQUIV. USE -- 2x6x12 P.T. SYP #2 CENTER TYPICAL TIE BEAM wP 3000 psi HOOK 2"x2" SQUARE WASHER _ BUCK SEE PLAN FOR WALL. CONC. w/(1) #5 REBAR CONT. ,.,,, SHEATHING ON BOTH 1/2" J -BOLT w/ 51/2" EMBED. FRAMING INFO e. FACE OF CMU • I 2x P.T. SYP #2 NAILER wl (1) 41.4. STD HOOK (2) #5's VERTICAL IN 1/4"x2-3/4" TAPCONS @ 24" BLOCKING PER BRG 2x PT STUD OR ALTERNATE 1x PT (1) #5 IN TIE BEAM O.C. & 4" FROM ENDS ��.1�1%2"��� �� WALL SCHEDULE L FURRING TO CMU W/ 2x FRAMING PER ° GROUT FILLED CELL OF OPENING ANCHOR NOT PERMITTED PLAN (1) #5 BAR IN PRECAST MIN. U.N.O. TO BE INSTALLED WITHIN U) 3/16" LINTEL STRUCTURAL (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE 4" MIN, FROM 1-1/2" OF HEAD JOINT STRUCTURAL. TYPICAL FILLED CELL SHEATHING ON BOTH 3/16" x 2 1/4" FACE OF CMU 716" OSB W/ (2) 8d °4 w/ 3000 psi CONC. w/0) (2) #5's VERTICAL IN I- -- SIDES FROM TOP OF MIN, (6)1/2" DIAMETER (1) #5 VERTICAL IN #5 REBAR VERT. GROUT FILLED CELL WALL TO BOTTOM OF BUCK. SPACE REMAINING J -BOLTS USING 272" SQ. 2x8 A VERIFY w/ PLAN FOR BEAM. ATTACHED PER f ' . NAILING SCHEDULE WASHERS & 5-1/2" MIN, � (4) EQ. SPACED -„ TITEN HD ANCHORS w/ a '.. REQ'D LOCATIONS SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS EMBED. AT EA. 2x6 P.T. DOOR ___...� _ STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. ANCHORS @ 24" O.C.MAX PLANS. MIN. 6" FROM BUCK, EA. SIDE OF OPENING, __.r..........._. ,...,. FIRST ANCHOR (BOTTOM & MIN. 1" EMBEDMENT FOR HOLLOW CMU WALL PER PLAN 2x4 VERTICAL @ 24"-----�� TOP) 8" MAX. ABOVE GARAGE 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 PRECAST LINTI"' PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d i NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. Ir 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER N THIS SHEET 112"=V-0" (MAX. 170C) 11/2"=V-0" 3/4"=1'-0" LINTEL (SEE PLAN) SEE TYPICAL HEADER FRAMING DETAILS FOR 7/16" O.S.B. EA. SIDE gDDITONAL ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT, SHEATHR ATTACHED PE NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 Cl BASE ARE REG 2x BLOCKING MIN 2x4 STUD 0/C 2x P.T. PLATE 1/2" x 8" A.B. Of HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU _--_ HEADER (SEE PLAN 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END ENO VIEW w/ WOOD 1 "=1'-0" F01 DORMER FRAMING DETAIL 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 2x STUDS @ 16" O.C. FOR KNEE WALL v LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT t F ROOF SHEATHING FOR STRAP 1 �` CC CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D y OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ! BELOW AND CONNECT w/ HTS20 @ 32" O.C. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW x O2x PLATES OVER ROOF DECK PER VALLEY H A K FRAMING DETAIL G DOUBLE TOP PLATE, B OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ° C RAFTER OCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ E STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN OCURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G <K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 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 VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) 2x BUCK DETAIL SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D — (2) 2x TOP PLATE (2) 2x PLATE-----'� I 'x4 SPF CONT. MIN. 2x4 SPF #2 KNEE ------"' WALL WITH STUDS @ 16" O.C. W/ U.N.O. I I (2) 2x #2 SYP SEE PLAN U) 3/16" 3LOCKING ATTACH TO STRUCTURAL (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE F.F. & 6" BELOW TOP OF STRUCTURAL. " SHEATHING ON BOTH 3/16" x 2 1/4" SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF �. , • W, SIDES FROM TOP OF JAILS (1) #5 VERTICAL IN '� I BUILDER FRAME WALL TO BOTTOM OF BUCK. SPACE REMAINING THREADED ROD PER 2x8 RADIUS AS REQ'D BEAM. ATTACHED PER f ' . NAILING SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO � (4) EQ. SPACED -„ TITEN HD ANCHORS w/ ” ,I,'. SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS GROUT FILLED CELL (IF ___...� _ STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. ANCHORS @ 24" O.C.MAX PLANS. MIN. 6" FROM MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME MIN. 1" EMBEDMENT FOR HOLLOW OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS 2x4 VERTICAL @ 24"-----�� REQ'D PER PLAN) 45 DEG. BEVEL CUT 2x6 P.T. END OF BRG. WALL/ MASONRY WALL W GROUTED CMU. . < � BLOCK OR 3 1/2" EMBEDMENT FOR SOLID III FLASHING -........ a „ BLOCK. MAX. 6 FROM TOP AND BOTTOM ' NOTE: SEE MD08 ON v~i W > i i- > 'i o `L m w SYP #2 BUCK END, 112" ABOVE GARAGE F.F., EA. OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" IF WALL HEIGHT IS LINTEL PLAN FOR - ,5 o __! _ o m ¢ _.-_._ _ `_ � SIDE OF OPENING BASE PLATE CONNECTION PER BRG " i ' FROM TOP AND BOTTOM AND 12" O.C. USE 2x6 SYP #2 STUDS ADDIT'L REBAR INFO 00 N BETWEEN GALVANIZED FLASHING 2x4 BLOCKING W/ (2) Q _------- NOTE: CONTRACTOR TO WALL SCHEDULE 16d COMMONS END 2x4 BLOCKING W/ (2) + ++ NAILED TO VERTICAL VERIFY BUCK TO CMU 2x4's NAILED TO VERTICAL SECTION ATTACHMENT LOCATIONS PT BASE PLATE 2x4's + PER GARAGE DOOR MFR.'S VERTICAL REINFORCEMENT DETAIL AD6 GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS DO BEARING/ SHEARWALL CONNECTION TO CMU PRECAST LINTI"' PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d i NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. Ir 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER N THIS SHEET 112"=V-0" (MAX. 170C) 11/2"=V-0" 3/4"=1'-0" LINTEL (SEE PLAN) SEE TYPICAL HEADER FRAMING DETAILS FOR 7/16" O.S.B. EA. SIDE gDDITONAL ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT, SHEATHR ATTACHED PE NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 Cl BASE ARE REG 2x BLOCKING MIN 2x4 STUD 0/C 2x P.T. PLATE 1/2" x 8" A.B. Of HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU _--_ HEADER (SEE PLAN 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END ENO VIEW w/ WOOD 1 "=1'-0" F01 DORMER FRAMING DETAIL 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 2x STUDS @ 16" O.C. FOR KNEE WALL v LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT t F ROOF SHEATHING FOR STRAP 1 �` CC CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D y OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ! BELOW AND CONNECT w/ HTS20 @ 32" O.C. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW x O2x PLATES OVER ROOF DECK PER VALLEY H A K FRAMING DETAIL G DOUBLE TOP PLATE, B OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ° C RAFTER OCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ E STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN OCURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G <K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 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 VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) 2x BUCK DETAIL SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D — (2) 2x TOP PLATE (2) 2x PLATE-----'� I 'x4 SPF CONT. MIN. 2x4 SPF #2 KNEE ------"' WALL WITH STUDS @ 16" O.C. W/ TAPCONS I I (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 3/16" 3LOCKING ATTACH TO STRUCTURAL (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE FOR BEAM SIZE STRUCTURAL. " SHEATHING ON BOTH 3/16" x 2 1/4" SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF PRECAST LINTEL OR ---� W, SIDES FROM TOP OF JAILS WALL TO BOTTOM OF 12" O.C. 1 I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER 2x8 RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" 0 C NAILING SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO I NAILING SCHEDULE '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiFO 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 CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (3) 10d NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN — CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS $01 A/C IN TRUSSES 3/4"=1'-0" 12 ` SEE PLAN ,. PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/OTHERS Iy g "R 7 P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE 3/16" x /4" " 1x8 3/16" x 2 1/4" 12" O.C. 2 MASONRYWALL PER OF BUCK. PRECAST LINTEL OR ---� W, 2x4 3/16" x 3 1/4" 12" O.C. 1 3/16" x 3 1/4" " 2x8 3/16" x 3 1/4" 12" O.C. 2 IVU NOTES: z LOCATION PER PLAN (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF O (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE WINDOW/DOOR, FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE &FRAME F- T-0" ABOVE A POINT 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE 4" 2x PT BOTTOM PLATE CL MASONRYWALL PER OF BUCK. PRECAST LINTEL OR ---� W, PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR KNOCK OUT COURSE 0 EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO W STRUCTURE BY OTHERS IN THIS CASE. BUILDER FRAME P.T. BUCKS PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO Q SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. DOUBLE TOP PLATE MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 2x4 FRAMED CRICKET OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS 2x4 VERTICAL @ 24"-----�� (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID W GROUTED CMU. � 6. WINDOW OR DOOR INSTALLATION BY OTHERS III 1/2"=11-011 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D KNEEWALL AT UPSET BEAM � I A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. MAX 48" I AX BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" 3/411=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES �TTRUSS 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 L M PRE -MANUFACTURED F UE PER ANUF. CHIMNEY CAP 1/2" x 8" ANCHOR BOLT --- CLEAR BETWEEN FLUE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE OR TITEN HD @ 32" O.C. & 6" FROM EACH END &FRAME T-0" ABOVE A POINT 2x PT BOTTOM PLATE WITHIN 10'-0" OF THE PRECAST LINTEL OR ---� GALVANIZED FLASHING I KNOCK OUT COURSE EXT. SHEATHING MASONRY WALL BUILDER FRAME ATTACHED PER RADIUS AS REQ'D KNEEWALL AT UPSET BEAM � I A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. MAX 48" I AX BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" 3/411=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES �TTRUSS 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 L M PRE -MANUFACTURED F UE PER ANUF. CHIMNEY CAP SPECS W/ 2" MIN. CLEAR BETWEEN FLUE TOP OF CHIMNEY MIN. &FRAME T-0" ABOVE A POINT WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF EXT. SHEATHING (1) SPH4 EVERY ATTACHED PER OTHER STUD TO NAILING SCHED. DOUBLE TOP PLATE 2x4 FRAMED CRICKET 2x4 VERTICAL @ 24"-----�� W/ GALVANIZED O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM CHORD & (3) 10d NAILS + TO TOP CHORD; NOTE IF WALL HEIGHT IS (4) 16d COMMONS BETWEEN 4FT & 8FT,* + NAILED @ EACH END USE 2x6 SYP #2 STUDS S GALVANIZED FLASHING 2x4 BLOCKING W/ (2) P 16d COMMONS END 2x4 BLOCKING W/ (2) + ++ NAILED TO VERTICAL 16d COMMONS END 2x4's NAILED TO VERTICAL 2x4's + * S + D TRUSS PER PLAN MO CHIMNEY FRAMING DETAIL 3/4"=1'-0" Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASS 11Bill, ,�® It m� ®.® ••o ®� ®®� L oo STRUCTURAL SHEATHING ®�® ® ®®� ®®= Z TYP. TRUSS TO FRAME ®� ` � 4 -� `� � CONNECTION PER ®> ° ®® W -� STD. CONNECTOR . k ®., `t NOTES c� ®°® ®®®°®• ®.® °• ��®®®® Z Z 4 0 FRAME OUT TO BLOCK®�i� �t . 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OR � o Y POWERS STEEL SILL W o 0 1 TYP. @ ALL WINDOWS O Go Q r�2GNW EXT FINISH PER PLAN _j m Z MAIN FLOOR O ELEV 0'-0" W ra a VERT REINF, BEYOND — — STRUCTURAL ENG CFG / BAD — ......... _._.._--_m_ DRAFTING: PLAN MASONRY WALL PER STRUCT: DJ QC CHECK: Ml JOB No. TM - 2170935 SCALE: AS INDICATED _ DATE: 05/30/2017 TORY CMU WALL SECTION 3/4"=114" SD2 4-4 SIMPSON F DIAGONAL TO BEAM SIMPSON HGA1 0 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D I SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE I I I I FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE EXT. SHEATHING; TO BLOCKING ATTACH PER PLAN I I I FRAME WALL CONNECTION NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 &TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM k VARIES 'If RAKED DOUBLE TOP PLATE CEILING NAILER AS Kr -w U 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" A H CONTRACTOR TO FIELD VERIFY WHICH 2x4 BLOCKING @ EA. WHERE O.H. IS > 1'-0", DROP OUTLOOKER (MAX. 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING SEE CHART CONDITION IS REQUIRED. CONTACT EOR GABLES w/ OUTLOOKERS @ 24" O.C. PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. 2x4 BLOCKS, (2) 16d END NAILS EA. END FOR ADDITIONAL INFO AS REQ'D 2x4 OUTLOOKER @ 24" NAILS @ EA. END. O.C. MAX. w/ (2) 16d SIMPSON A23 @ EACH A35 DIAGONAL TO iv BLOCK ADJ. BAYS @ V-9" MAX. CONNECT TO DROP GABLE WITH TRUSS PER PLAN EA.DIAG. AS SHOWN. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP, MAX 2'-0" O.H. BRACE TO PLATE TRUSS BOT. CHORD X TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SHEATHING TO BLOCKS W/8d NAILS STRONGBACK IF REQ'D 3 1/4" HOLD M 11 AT 24" O.C. ETA16 1/2" J BOLTS w/ INTO BLOCKING, (4) 8d Z—CONT. 2x4 PER CHART W z W P T 2x8 PLT., CANT. FOR NAILS INTO TOP PLATE OUTLOOKER WASHERS (MIN. 7" BLOCKING @ 24" O.C. (2) 16d TOE NAILS (5) 16d NAILS BRACE END. GABLE BRACING @ 48" CLG. NAILING SURFACE F BRACE TO LEDGER Q 7: EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ HOLD WALL 3-1/2" O.C. NOT REG'D 6' @ EACH END A 2x WALL, SEE PLAN A 10 DOWN FOR EACH END AND 32" O.C. 24" O.C. FOR FALSE BM BEARING CONDITION 0 CMU WALL AFO NON-BEARING WALL CLIP DETAIL LU TO EA. ADJ. DIAG. TRUSS PER PLAN ty of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC 2x4 LEDGER W/ (2) 1 Od MAX. ATTACHMENT w/ (3) 10d FASTEN TO DIAG.w/ U-1 NAILS @ EACH WEB 45- PER PLAN. 16d NAILS, REQ'D. MIN (1) JACK & 0 Z TOENAILS EA. END X TRUSS PER PLAN U) _j z PROVIDE 16d NAILS EXTERIOR SHEATHING. ATTACH PER PLAN (1) KING STUD w/ SIMPS. I :5 GABLE END TRUSS TO LSTA18 HEADER TO 2x TOP PLATE TO U_ 0- PLT.@12"O.C. MAX. STUDS TYP. BASE GABLE END W/ 16d iI W 4 < 0 M _j NAILS @ 6" O.C. 44- 0 FRAMING FOR FALSE L L CMU WALL OR LINTEL 1/2" x 8" J -BOLT @ 32" O.C. AND 6" FROM EA. H GA 1 OKT @ 32" O.C. BEAM, IF REQ'D w/ (3) MASONRY WALL OR W #2 SYP PT. BASE END w/ NUT & WASHER BELOW 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN 10d NAILS @ EA. TRUSS MSTAM-24 TYP. EA, LINTEL SEE PLAN IN CMU. OR SIMPSON ANCHOR BOLT OR -\—TIE BRACE META16 TITEN HD @ 32" O.C. & BEAM COURSE W/ (1) 2X4 STUDS @ 24" O.C. W/ 6" FROM EACH END #5 CONT. SINGLE BASE & TOP CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING PLATE wl PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** AE770)GABLE END @ FLAT CEILING CONNECTIONS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 &TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM k VARIES 'If RAKED DOUBLE TOP PLATE CEILING NAILER AS Kr -w U 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" A H GABLE BRACING 2x4 BLOCKING @ EA. WHERE O.H. IS > 1'-0", DROP OUTLOOKER (MAX. 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING SEE CHART ROOF SHEATHING PER ROOF SHEATHING GABLES w/ OUTLOOKERS @ 24" O.C. PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. 2x4 BLOCKS, (2) 16d END NAILS EA. END TO RUN BACK TO 1ST COMMON 2x4 OUTLOOKER @ 24" NAILS @ EA. END. O.C. MAX. w/ (2) 16d TRUSS WITH (3) 12d TOENAILS. END NAILS TO TRUSS BLOCK ADJ. BAYS @ V-9" MAX. CONNECT TO DROP GABLE WITH 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 k VARIES 'If RAKED DOUBLE TOP PLATE CEILING NAILER AS Kr -w U 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" A GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" WHERE O.H. IS > 1'-0", DROP 41-811 < HA 7'-0" 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING SEE CHART 71-01' < HA V-411 GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT, O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP, MAX 2'-0" O.H. TO STUD) FASTEN ROOF X TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SHEATHING TO BLOCKS W/8d NAILS STRONGBACK IF REQ'D M 11 AT 24" O.C. ETA16 16d NAILS. INTO BLOCKING, (4) 8d Z—CONT. 2x4 GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 41-811 < HA 7'-0" 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING SEE CHART 71-01' < HA V-411 (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614'-0" STRONGBACK W/ (1) 2x4 BRACE PROVIDE 2x4 BRACE STRONGBACK W/ (2) 2x4 BRACE NAILS, TOENAILED @ F - 0- STUD TOP & BOTTOM ECT TO DROP INTO BLOCKING, (2) EACH END.AT 24" O.C. TO EA, ADJ. DIAG. (TYP.) (END NAIL PLTS. 3116" x 2 3/4" TAPCONS If PER PLAN TO STUD) 0 FASTEN TO DIAG. w/(2) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d STRONGBACK IF REQ'D M 11 AT 24" O.C. ETA16 16d NAILS. INTO BLOCKING, (4) 8d END NAILS @ EA. PER CHART W z W NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS (5) 16d NAILS BRACE END. GABLE BRACING @ 48" rHING FASTEN LAN F BRACE TO LEDGER Q 7: TO BLOCKING HOLD WALL 3-1/2" O.C. NOT REG'D 6' @ EACH END A 2x WALL, SEE PLAN A PROVIDE 2x4 BRACE DOWN FOR FROM EAVES STD CONDITION @ FRAME WALL BEARING CONDITION 0 CMU WALL AFO NON-BEARING WALL CLIP DETAIL GABLE END TO EA. ADJ. DIAG. TRUSS PER PLAN ty of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC 2x4 LEDGER W/ (2) 1 Od SHEATHING FASTEN FASTEN TO DIAG.w/ NAILS @ EACH WEB 45- PER PLAN. 16d NAILS, REQ'D. MIN (1) JACK & GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 41-811 < HA 7'-0" (1) 2x4 BRACE 71-01' < HA V-411 (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H!618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2X4 BRACE WITH (2) 10d NAILS 2X4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF >< REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS@ 81, O.C. GABLE END BRACING 3/4"=1'-0'' PROVIDE 2x BLOCKING NAILS INTO BLOCKING, (4) 8d NAILS TO TOP FOR NAILING PLATE 2x4 BLOCKING (2) 12d TRUSS PER PLAN (2)16d NAILS PLT. TO (3) 12d TOENAILS. NAILS, TOENAILED @ F - 0- STUD TOP & BOTTOM ECT TO DROP INTO BLOCKING, (2) EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. 3116" x 2 3/4" TAPCONS If PER PLAN TO STUD) 0 TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d 2x4 SYP #2 BLOCKING, M 11 AT 24" O.C. ETA16 INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. W z W NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS END END. SIMPSON H2.5(TYP.) rHING FASTEN LAN W/ (2) 12d END NAILS BRACE TO LEDGER LAY 2x4 BLOCKINGOVER THE TOP OF THE E AS REQ'D HOLD WALL 3-1/2" LINTEL PER PLAN BOTTOM CHORD. @ EACH END 2x WALL, SEE PLAN ATTACH W/ (2) 10d DOWN FOR AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION 0 CMU WALL AFO NON-BEARING WALL CLIP DETAIL DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN ty of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC 2x4 LEDGER W/ (2) 1 Od HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK & TRUSS PER PLAN z EXTERIOR SHEATHING. 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SIZE SEE PLAN FOR NAIL PER PLAN 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 fiF1 TYPICAL SCAB OVERHANG NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED, IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 SPF _------- PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. TO STUDS OR BEAM w/ DOUBLE TOP PLATE CONY. FRAMED MORE INFO & MORE INFO & w/ (2) 16d END NAILS MEMBERS ONLY SDS SCREWS @ 16" CONNECTION CONNECTION EACH END TRUSS MEMBER SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE w/ (2) 1/4" X 3%" SIMPS. @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's ++ "" O.C. MAX.; TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 2x4 SYP #2 OR PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3 NAILS „ @ 24 O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS 5 WALL TO PRECAST I I Al NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/{2)ROWS OF ' ++ ' (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ X STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x 4 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL PLAN FOR STUD SIZE & L TRANSOM BETWEEN TRANSOM BETWEEN TRUSS FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR I I LINTELS LINTELS UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN I i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. I 2x6 #2 SYP P.T. 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BEAM PER PLAN ----- PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN c 5/8" THREADED ROD w/ 0" NUT SET IN ADHESIVE SEE FOUNDATION PLAN FOR ADDITIONAL J T-4" INFO SIDE VIEW @ BASE OF POST D0 CORNER COLUMN FRAMING COPYRIGHT MCD 2014: The informa 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w EXTERIOR WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. "`— MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS AT 12 12" O.C. SEE PLAN SIMPSON H3 CLIP @ 24" O.C. w/ EXT. _------- SHEATHING PER PLAN 2x4 SYP #2 LEDGER. SHEATHING PER (4) 10d NAILS FOR TO STUDS OR BEAM w/ CONY. FRAMED (2) 1/4" X 4'/z" SIMPS. • MEMBERS ONLY SDS SCREWS @ 16" O.C. MAX.; TRUSS MEMBER TO GABLE END STUDS w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. SDS SCREWS@ 16" 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 601 TYPICAL SHED ROOF DETAIL K:��) 1/2"=11-011 Jon contained in this document is copyrighted and is the exclusive proper LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION I.-_ 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN + SHEATHING PER NAILING SCHEDULE & • (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER /F'SU4\ HEADER 0- POCKET SLIDER ty 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. 10dx3" 10d x 3" OPP. SIDE kNCE PER D ROOF SHEATHING, @lerolll/rr® LLI M '0I CL C=) u j 00 Zr' ®� Q U FASTEN PER PLAN :W °p `•' Cl - 0 ¢ ® LU Q ®®�®�®�®• ®®® Q D' e., 1,11111111t0% ..o 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS o MEMBER, TYP. (MAX. USE 2) 1/4to FTIAP ONS 0 w r oft -1 � w/ MIN. 2" EMBED. @ d ��30 c 24" O.C. 6 TRUSS PER PLAN O o 0 . z 4 ami � G U WOOD/MASONRY WALL OR TRUSS, SEE 04ti PLAN (TRUSS SHOWN) Q Qm ay V! Z o J —) O < Uj �~Mi 1— 06 ❑ h- 2x8 TO UNDER SIDE OF7� v ROOF SHEATHING ��// Q ` W U %f W�<_ ♦` a W z z��� 2x8 #2 SPF VERTICAL 0 @ 24" O.C. w/ EXT. W SHEATHING PER � W r n NAILING SCHEDULE & v (4) 12d NAILS EACH W TRUSS MEMBER (TOP = AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 00 0 p� Z cs 011 M 0 H ZZO O- cr) Q W �LOo a Lo � N m O -J Z .,� IU app 0 H H Ll� STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT DJ QC CHECK: MRB JOB No. TM - 2170935 ......... _ _- SCALE AS INDICATED DATE: 05/30/2017 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 SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN .a WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND �•e MASONRY WALL PER »•t PLAN FIN. FLR. t• 0. 1• co GRADE 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 DIRECTION I NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS -SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS 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 SOLID SHEATHING @ CONNECTIONS ; ROD WITHIN 6" FROM STRAPS CENTERED @ ; SIMPSON MSTAM36 — DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE -- SOLID SHEATHING @ SINKERS & (14) 1/4" X 2 TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER SIMPSON LSTA30 x1-1/2" @ 24" O.C. (USE SyFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE USE SIMPSON NAILING SCHEDULE STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 100 MSTCM60 STRAP W/ O ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d PLATE w/ (2) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) O NAILS. BEND STRAPNAILS. (2) 2x SPF TOP PLATE BEND STRAP F, BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ (2) 2x SPF TOP PLATE PRE -ENG. FLOOR (IF TITENS ARE NOT IN I HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR `y. `'` EXTERIOR SHEATHING HEADER SIZE & REQ'D LINTEL COURSE OR �. ': LARGER THAN 4FT: (2) SYSTEM INSTALLJAMB KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL STUDS EXTERIOR SHEATHING o HEADER - SEE 2ND � SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL UNDER COLUMN U.N.O. ;' \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL D ABOVE PLAN PROVIDE SOLID U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN � BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL o ,r°Lys ��O N OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 1 O JAMB STUDS FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS U TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTIONSO TYPICAL GIRDER COL. @HIGH BEAM I PLATE BARRIER (FELT PAPER TOE NAILSAT EA. END TOENAILSOPENING 3/4"= 0 3/4"=11_0V1 OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) ," : t _ •.. :. ,:, . ' .:. FOR FTG. INFORMATION I-1 EXT. SHEATHING FLUSH W/ FACE OF WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW ,___ _------- REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS SEE FRAMING PLAN BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA, END NAILED TO O INFO. STRAPS CENTERED @ bA�A THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND NAILS SEE FLOOR FRAMING SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 I 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR �---- STRAP w/(20) 16d OPENINGS GREATER SOLID SHEATHING @ A E3 ROD WITHIN 6" FROM STRAPS CENTERED @ ; -- HEADER SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS SIMPSON SP4 w/ (6) 10d AND WINDOW IS W COL' SEE BRG WALL/ FLOOR w/ (14) 10d FU<<s x1-1/2" @ 24" O.C. (USE z LOWER: (1) 2x SILL CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. SP6 @ 2x6 STUDS & O PLATE w/ (2) 10d �• O SP8 @ 2x8 STUDS) F, 2 -STORY WALL NAILS %%J►ai11#11/®®®a TOENAILS. EXT. LL ® ®�®� o ®®®®®®°°j7 ®° Uj (2) 2x SPF TOP PLATE SILL PLATE w/ (2) 10d° I ,��� '� C . TOENAILS. OPENING LL 40,'L U.N.O. ON PLAN U. LINTEL COURSE OR �. ': LARGER THAN 4FT: (2) 0 00 Y o 2x SILL PLATE w/ A35 o HEADER - SEE 2ND W Z M CLIPS EACH SIDE w/ 2x 0 > Q U CRIPPLES @ 16" O.C. FLOOR PLAN FOR MIN. Q D -� w/ (2) 10d TOENAILS ` :®0060•°' ®��Uj (11) 10d TO STUDS HEADER SIZE & REQ'D ®�®1/041,®i�i�e�e®®®®®®®® z:� o ,r°Lys ��O N SHEAT INGOREQ'D T&B) M U LL JAMB STUDS 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.O. IF HEADER IS UPSET A E3 ROD WITHIN 6" FROM STRAPS CENTERED @ ; -- SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS IrI AND WINDOW IS W COL' SEE BRG WALL/ FLOOR w/ (14) 10d LOWER: (1) 2x SILL CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' PLATE w/ (2) 10d �• O 2 -STORY WALL NAILS %%J►ai11#11/®®®a TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x ® ®�®� o ®®®®®®°°j7 ®° Uj 0) SILL PLATE w/ (2) 10d° I ,��� '� C . TOENAILS. OPENING LL 40,'L Li 00 LINTEL COURSE OR �. ': LARGER THAN 4FT: (2) 0 00 Y o 2x SILL PLATE w/ A35 o ® <t a = Z M CLIPS EACH SIDE w/ 2x 0 > Q U CRIPPLES @ 16" O.C. -a' ®® ` �� ®°° D -� w/ (2) 10d TOENAILS ` :®0060•°' ®��Uj (11) 10d TO STUDS ®�®1/041,®i�i�e�e®®®®®®®® z:� o ,r°Lys ��O N SHEAT INGOREQ'D T&B) M U LL MASONRY ATTACHED ATTACH 2x STUDS Wt BARRIER (FELT PAPER PER NAILING (2) 16d NAILS @ 6" O.C. OR SIM) IS PROVIDED SCSCHEDULE; PROVIDE (4) 2x STUDS SEE FRAMING PLAN GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CMU WALL BELOW PER DETAIL INCDICATED CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS FLOOR SYSTEM DRAFT MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ SYSTM IS E 18"' TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY. WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4'X2 Y4' TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALLfiSO TYPICAL TWO STORY COL. @GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fi_S_0�\HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"-11_01 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PERSHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 16 O.C. TOP AND BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING ATT 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE CONTINUOUS FROM AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP O TOP PLATE TO TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSS (MAX)( ) 2x BOTTOM PLATE W/ BEARING WALL PER (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL PLAN VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE TRUSS LAYOUT FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR ACCOMMODATE PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER STRAP 1/2 GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (1) 5/8" TYPE "X WHEN CONNECTION (1) 5/8" TYPE "X" WHEN 3" O.C. WALL I SHEATHING TO EA, IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR 3" O.C. WALL . r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER MASONRY WALL PER BLOCKING w/ (4) 16d PLAN SHEATHING TO PLAN �° ��. MASONRY OR MTS12 BOTTOM PLATET WOOD OR (3) 16d TOENAILS --- SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR MAX.MAXEE GAP NOTE: ALL FLOOR MAX. 1/8 GAP BETWEEN SHEATHING TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE BETWEEN SHEATHING &CMU MASONRY OR FRAME NO MOISTURE & CMU NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER BARRIER (FELT PAPER 2x4 PT SILL PLT: IF I SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN OR SIM IS PROVIDEOR SIMD KNEEWALL ) S PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION 16Sl TWO STORY PERP. FLOOR CONNECTION fiSl� CANTILEVERED FLOOR TRUSS CONNECTION fiSlk FLOOR TRUSS TO GIRDER CONNECTION -- 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS, CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2X BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. 2x12 #2 SYP CONT. \ LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS11/SD5 FORADDITIONALINFO /fF01 \ TYPICAL BALCONY FRAMING 3/4"=1'-0" 3/4"=1'-0"3/4 =1-0 3/4 -1 -0 NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) 1S PROVIDED a I SEE ARCH DWGS FOR W TOPPING INFO EL CL 3/4" PLYWOOD FLOOR SLOPE SHEATHING ATTACHED I I PER NAILINr= .a:j •.. CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO •I. CONCRETE SLAB PERMITTED SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION �— LINTEL PER PLAN NOT USED 3/4"=1'-0" FOR FLOOR CONNECTION rr l O V ~ ; FLOOR GRIDER OR BEAM,, O Q � W v Q HEADER CONNECTION @ 2nd FLOOR HIGH BM VJ ....� Z a F-- W 06 r o�T Z dig J b W ` Z%A** p o • P.LU W z big IS IS %- O ..a F- W W Will m � Z 0 11 M Z � OJDO �( LU �Lo , 0000 N H 0 LU U p 0 _ 0 11 STRUCTURAL ENG: CFG / BAD DRAFTING: a QC CHECK: MRB JOB No. TM - 2170935 SCALE: AS INDICATED DATE: 05/30/2017 3/4"=1'-0' COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. ,• , i III U b I ROD WITHIN 6" FROM STRAPS CENTERED @ ; SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS IrI r � `./ COL' SEE BRG WALL/ FLOOR w/ (14) 10d CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' �• O 2 -STORY WALL NAILS (2) SIMPSON LSTA18 (IF TITENS ARE NOT IN / o I SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ FLOOR W/ (14) 10d LINTEL COURSE OR �. ': 2x TOP & BOT. SIMPSON LSTA30 w/ o �`' O �Ol�y M � INFO. FLOOR TRUSS TO NAILS INTO �� RIBBONS, CONT. (11) 10d TO STUDS o ,r°Lys ��O N REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.O. U c3 .'• •..: ro .' . FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR c ," : t _ •.. :. ,:, . ' .:. FOR FTG. INFORMATION I-1 EXT. SHEATHING FLUSH W/ FACE OF ATTACH PER NAILING SCHEDULE TRUSSES TO BE P.T. IF NO MOISTURE SEE FRAMING PLAN M w U Z O 1 1— 0 MASONRY ATTACHED ATTACH 2x STUDS Wt BARRIER (FELT PAPER PER NAILING (2) 16d NAILS @ 6" O.C. OR SIM) IS PROVIDED SCSCHEDULE; PROVIDE (4) 2x STUDS SEE FRAMING PLAN GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CMU WALL BELOW PER DETAIL INCDICATED CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS FLOOR SYSTEM DRAFT MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ SYSTM IS E 18"' TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY. WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4'X2 Y4' TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALLfiSO TYPICAL TWO STORY COL. @GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fi_S_0�\HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"-11_01 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PERSHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 16 O.C. TOP AND BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING ATT 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE CONTINUOUS FROM AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP O TOP PLATE TO TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSS (MAX)( ) 2x BOTTOM PLATE W/ BEARING WALL PER (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL PLAN VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE TRUSS LAYOUT FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR ACCOMMODATE PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER STRAP 1/2 GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (1) 5/8" TYPE "X WHEN CONNECTION (1) 5/8" TYPE "X" WHEN 3" O.C. WALL I SHEATHING TO EA, IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR 3" O.C. WALL . r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER MASONRY WALL PER BLOCKING w/ (4) 16d PLAN SHEATHING TO PLAN �° ��. MASONRY OR MTS12 BOTTOM PLATET WOOD OR (3) 16d TOENAILS --- SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR MAX.MAXEE GAP NOTE: ALL FLOOR MAX. 1/8 GAP BETWEEN SHEATHING TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE BETWEEN SHEATHING &CMU MASONRY OR FRAME NO MOISTURE & CMU NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER BARRIER (FELT PAPER 2x4 PT SILL PLT: IF I SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN OR SIM IS PROVIDEOR SIMD KNEEWALL ) S PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION 16Sl TWO STORY PERP. FLOOR CONNECTION fiSl� CANTILEVERED FLOOR TRUSS CONNECTION fiSlk FLOOR TRUSS TO GIRDER CONNECTION -- 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS, CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2X BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. 2x12 #2 SYP CONT. \ LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS11/SD5 FORADDITIONALINFO /fF01 \ TYPICAL BALCONY FRAMING 3/4"=1'-0" 3/4"=1'-0"3/4 =1-0 3/4 -1 -0 NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) 1S PROVIDED a I SEE ARCH DWGS FOR W TOPPING INFO EL CL 3/4" PLYWOOD FLOOR SLOPE SHEATHING ATTACHED I I PER NAILINr= .a:j •.. CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO •I. CONCRETE SLAB PERMITTED SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION �— LINTEL PER PLAN NOT USED 3/4"=1'-0" FOR FLOOR CONNECTION rr l O V ~ ; FLOOR GRIDER OR BEAM,, O Q � W v Q HEADER CONNECTION @ 2nd FLOOR HIGH BM VJ ....� Z a F-- W 06 r o�T Z dig J b W ` Z%A** p o • P.LU W z big IS IS %- O ..a F- W W Will m � Z 0 11 M Z � OJDO �( LU �Lo , 0000 N H 0 LU U p 0 _ 0 11 STRUCTURAL ENG: CFG / BAD DRAFTING: a QC CHECK: MRB JOB No. TM - 2170935 SCALE: AS INDICATED DATE: 05/30/2017 3/4"=1'-0' COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. ,• , i III U b 2x BRG WALL W/ 2x BRG WALL W/ _ 2x4 NAILER W/ (2) HANGER BY OTHERS Uj. SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & W's MIN, SPF #2 @ 16" SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) 2nd STORY WALL NAILS @ EACH END. ®u= p OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY EXT. FINISH PER LU PER WF10/SD4 USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF � NAILING SCHEDULE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL ROOF SHEATHING ATTACH PER NAILING BAYS @ EACH ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d REQ'D FROM STUDS TO IMPSON H2.5 EA. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 RUSS MORE INFO IF TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER I PRE-ENGINEERED 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER STRAP BETWEEN TRUSS PER PLAN SHEATHING PER 12d NAILS @ 12" O.C. ATTACHED PER 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND SHEATHING TO #2 SYP CONT. 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL LEDGER W/ (2) Y4'x3-1/2" ( JL I SDS WOOD SCREWS @ ATTACHED PER (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T, SILL HUS26-2 FOR 2PLY NAILING SCHEDULE BLOCKING w/ SIMPSON PLATE w/ 1/2" EPDXY EACH DIAGONAL I (2) 2x4 #2 SYP HUC24-2 EACH END, ANCHOR BOLT OR RECESS LEDGER INTO O.C. BLOCKING w/ SIMPSON USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" I TRUSS HUC24-2 EACH END, , NAILS. UNDER sEEPu�N EMBED. @ 32" O.C. & 3" EA. TRUSS, 24" O.C. rM USE (4) 10d & (2) 10 NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY 1 jk FROM EA.END L�� WINDOW JAMBS USE 4 604 LEDGER @ LOW ROOF � 2 2x6 w/ HUC26-2. () LOW ROOF TRUSS SEE — SEE ARCHS FOR RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING ANb INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF NAILS @ 48" O.C.; SEE a ° CONNECTIONS TRUSS IS CONT. BRG W/ (1) ROW 8d NAILS SQUARE WASHER 2x8 P.T. BOTTOM FOUNDATION DETAILS MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER @ 3" O.C. OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN 0 U) 1 ABOVE TO EA. STUD PLAN ON WOOD USE HGA PLAN BASE TO DIAGONAL W/ (2) CLIPS @ 24" O.C.) 6S__1"*k SECTION @ RAISED HEEL TRUSS fisi*SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS _ If 411)11=11-n" 1 (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3_1/2 (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER 1 /2 -1-0 _ 2x4 NAILER W/ (2) HANGER BY OTHERS Uj. ATTACHED PER EXTERIOR SHEATHING NAILING SCHEDULE r--- --`-- EXT. WALL SHEATHING FROM TOP OF WALL 2nd STORY WALL NAILS @ EACH END. ®u= p 2x #2 SPF STUDS @ 16" TO BOTTOM OF SILL EXT. FINISH PER LU PER WF10/SD4 PLATE ATTACH PER TRUSS PER PLAN T � � NAILING SCHEDULE ARCHS ®co • • INFO. IF WALL ROOF SHEATHING ATTACH PER NAILING BAYS @ EACH c9 ®®�®®.•®' ®®®• ®'° LSTA18 STRAPS ARE ATTACH PER NAILING REQ'D FROM STUDS TO IMPSON H2.5 EA. I SCHEDULE SCHEDULE DIAGONAL AS SHOWN. RUSS MORE INFO IF IJ, - TRUSSES ARE I I PRE-ENGINEERED FASTEN ROOF I I TRUSS PER PLAN SHEATHING PER I2x6 0 2x6 #2 SYP CONT. I SHEATHING TO #2 SYP CONT. LEDGER W/ (2) %"x3-1/2" 1 I LEDGER W/ (2) Y4'x3-1/2" ( JL I SDS WOOD SCREWS @ SIMPSON H10A @ I 16" O.C. MAX. & 3" HUS26-2 FOR 2PLY RUSS. VERIFY W/ FROM EA. END - USE TRUSS EACH DIAGONAL I (3) SCREWS FOR 24" ( SIMPSON HUS26. USE ----- 1 RECESS LEDGER INTO O.C. HUS26-2 FOR 2PLY BRACE RUSS. VERIFY W/ I TRUSS USSSHOP (2) 12d TOE NAILS EA. TRUSS, 24" O.C. LEDGER PER PLAN (DRAWINGS LEDGER 2x8 SYP #2 LEDGER W/ L�� EACH END MIN. (4) 16d NAILS TO 604 LEDGER @ LOW ROOF � EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) ALL THREAD ROD U O i' LEDGER @ OPEN TO BELOW IF1 SECTION @OPEN TO ABOVE I F1 BRACING @ 2 STORY FRAME WALL 1-1/2"=11-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP P.T. SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2nd STORY WALL PER PLAN FLOOR TRUSS; SEE FRAMING PLAN FOR (2) 2x TOP PLATE ---- (2) (2) 2x HEADER SEE PLAN FOR MORE INFO & 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/ (2) NAILS 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR GIRDER SEE F 111=11-O.. PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN TRUSS ANCHOR (SEE _ 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d Uj. ATTACHED PER EXTERIOR SHEATHING NAILING SCHEDULE r--- --`-- EXT. WALL SHEATHING FROM TOP OF WALL 2nd STORY WALL NAILS @ EACH END. ®u= p 2x #2 SPF STUDS @ 16" TO BOTTOM OF SILL EXT. FINISH PER LU PER WF10/SD4 PLATE ATTACH PER BOTTOM PLATE BLOCK ADJACENT I GIRDER SEE PLAN FOR NAILING SCHEDULE ARCHS ®co • • INFO. IF WALL ROOF SHEATHING ATTACH PER NAILING BAYS @ EACH c9 ®®�®®.•®' ®®®• ®'° LSTA18 STRAPS ARE ATTACH PER NAILING REQ'D FROM STUDS TO IMPSON H2.5 EA. �RUSS ( SCHEDULE SCHEDULE DIAGONAL AS SHOWN. 1 MORE INFO IF IJ, - TRUSSES ARE I I PRE-ENGINEERED FASTEN ROOF I I TRUSS PER PLAN SHEATHING PER I2x6 ROOF SHEATHING PER SHEATHING TO #2 SYP CONT. 1 I LEDGER W/ (2) Y4'x3-1/2" ( SIMPSON HUS26. USE SIMPSON H10A @ RECESS LEDGER INTO SDS WOOD SCREWS @ HUS26-2 FOR 2PLY RUSS. VERIFY W/ 16 O.C. MAX. & 3 I TRUSS EACH DIAGONAL RUSS SHOP FROM EA. END - USE (3) 1 DRAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ BRACE t00 L! W MIN. (4) 16d NAILS TO (2) 12d TOE NAILS EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER �.T. USE O1SIDE � S) 1/2" GYP. BOARD EACH END EACH ADJACENT DIAGONAL, 604 LEDGER @ LOW ROOF � ATTACH SHEATHING FASTEN 0 D AGONAL W/ (2) 16d IF1 SECTION @OPEN TO ABOVE I F1 BRACING @ 2 STORY FRAME WALL 1-1/2"=11-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP P.T. SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2nd STORY WALL PER PLAN FLOOR TRUSS; SEE FRAMING PLAN FOR (2) 2x TOP PLATE ---- (2) (2) 2x HEADER SEE PLAN FOR MORE INFO & 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/ (2) NAILS 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR GIRDER SEE F 111=11-O.. PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN TRUSS ANCHOR (SEE _ 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d Uj. ATTACHED PER NAILING SCHEDULE r--- --`-- EXT. WALL SHEATHING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. ®u= p 2x #2 SPF STUDS @ 16" o EXT. FINISH PER LU PER WF10/SD4 Z BOTTOM PLATE BLOCK ADJACENT (2) 2x HEADER GIRDER SEE PLAN FOR ARCHS ®co • • INFO. IF WALL 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @ EACH c9 ®®�®®.•®' ®®®• ®'° LSTA18 STRAPS ARE o REQ'D FROM STUDS TO GIRDER BELOW 1 SCHEDULE DIAGONAL AS SHOWN. 1 MORE INFO IF IJ, - TRUSSES ARE 2x8 MIN. SPF #2 @ 16" PARALLEL TO WALL 1/2" GYP. BOARD FASTEN ROOF 1 ATTACHED PER SHEATHING PER O.C. -SEE FRAMING ROOF SHEATHING PER SHEATHING TO 1 DETAIL WF10/D4 PLAN FOR MORE INFO. PLAN. SIMPSON H10A @ BLOCKS W/ 8d NAILS @ 6.. O.C. O 1 TO TRUSS TOP CHORD WITH (2) 12d NAILS 2x4 BLOCKING SEE LD02/SD4 FOR EACH DIAGONAL a 1 1 BETWEEN STUDS W/ MORE INFO. BRACE t00 L! W (2) 12d TOE NAILS PROVIDE 2x4 BRACE TO (5) 16d NAILS RACE Z 1/2" GYP. BOARD EACH END EACH ADJACENT DIAGONAL, TO BLOCKING � ATTACH SHEATHING FASTEN 0 D AGONAL W/ (2) 16d ALL THREAD ROD U O i' TO BOTTOM PLATE 1/2" NUT & 2" x 2" x 1/8" NAILS @ 48" O.C.; SEE ~ PROVIDE 2x4 BRACE � W/ (1) ROW 8d NAILS SQUARE WASHER 2x8 P.T. BOTTOM FOUNDATION DETAILS TO EACH ADJACENT 1 @ 3" O.C. PLATE. FOR CONNECTION @ DIAGONAL, FASTEN 0 U) 1 ABOVE TO EA. STUD 1/2" J -BOLT OR 1/2" 1 BASE TO DIAGONAL W/ (2) SHEATHING TO THREADED ROD W/ BELOW 2x4 BOTTOM PLATE, 16d NAILS W 1 OVERLAP BOTTOM SIMPSON SET -XP N CONNECT TO DOUBLE 1 1 PLATE 1 1/4 (MIN.) " EPDXY 32" O.C. & 4" IF SHEATHING IS NOT TOP PLATE W/ 16d " TRUSSES PER PLAN EACH STUD. 1x PT NAILER AS REQ'D FROM EA. END OF CONTINUOUS TO BASE °' NAILS @ 6" O.C. 1 WALL. ANCHORS PLATE, SIMPSON SP8 O.S.B. TO OVERLAP -STRUCT: DJ 1 1 SHALL HAVE T' MIN. W/ (6) 10d x 1-1/2" NAILS O.C. MAX. BOTTOM PLATE 1 1/4" WALL BRACING @ 48" @ EACH END, BLOCK TO TWO 1 CONT. #5 IN TIE BEAM EMBED. TO CMU. " 4.:ARE REQUIRED EA. 1/4" X 3-1/2" SIMPSON (MIN.) O.C. MAX. FROM 1 JOB No, I (2)2x4 TOP PLATE SDS SCREW @ 16" O.C. STUD TO TOP AND (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAALL (+/- 10°) EXT. FINISH PER SP4 EA. STUD TO SILL PLATE. SILL PLATE BOTTOM PLATES.. ° FLOOR WALL W/ BRACE NOT REQUIRED W 05/30/2017 WITH ROOF LOAD ARCHS 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES.WN I 1 2x SPF BASE 1 C.M.U. WALL PER PLAN WITH ROOF LOAD SDS SCREW @ 16" O.C. I SD6 IF1 SECTION @OPEN TO ABOVE I F1 BRACING @ 2 STORY FRAME WALL 1-1/2"=11-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP P.T. SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2nd STORY WALL PER PLAN FLOOR TRUSS; SEE FRAMING PLAN FOR (2) 2x TOP PLATE ---- (2) (2) 2x HEADER SEE PLAN FOR MORE INFO & 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/ (2) NAILS 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR GIRDER SEE F 111=11-O.. PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN TRUSS ANCHOR (SEE PLAN) � ROOF SHEATHING ®�®®®®11IBIIlilit'r d® ATTACHED PER NAILING SCHEDULE O.H. ER ELEV. ®u= p 2x #2 SPF STUDS @ 16" o O.C. w/ EXT. SHEATHING LU FROM TOP OF WALL TO Z BOTTOM OF TRUSS/ (2) 2x HEADER GIRDER SEE PLAN FOR WINDOW ATTACHMENT ®co • • INFO. IF WALL J SHEATHING ISN'T CONT. c9 ®®�®®.•®' ®®®• ®'° LSTA18 STRAPS ARE o REQ'D FROM STUDS TO GIRDER BELOW 1 SEE LD02/SD4 FOR 1 MORE INFO IF IJ, - TRUSSES ARE 1 PARALLEL TO WALL FOR MORE INFO ROOF SHEATHING 1 ATTACHED PER NAILING SCHEDULE NAILS. @ 6" O.C. 1 1 1 1 O 1 TO TRUSS TOP CHORD WITH (2) 12d NAILS 1 TO BLOCKING a PLAN WrX CT DIRECTION AND CONNECTION CONNECTION DETAIL SEE TRUSS LAYOUT FOR TRUSS LOCATION MASONRY WALL PER & CONNECTION INFO PLAN F1 TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 111=1 `-0" (2) 2x SPF TOP c O co U 3J o ci O O 0 O n lOtia�4 Q o� rr^ V, _I z o < 9 W jest W 06 r p� Z p o U lboill I 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 I J V, Z �U ,T � O 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP A SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER � W � .,...,, IF PORTIONS OF THIS WALL � � SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH �._./ FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM aIF 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. m O Z O © 11 2x4 BLOCKS, 16d NAILS � PLATES U.N.O. ®�®®®®11IBIIlilit'r d® CL r ®u= p I- uiopo ® Y o SHEATHING CONT. TO 2nd LU Z Z (2) 2x HEADER STORY WALL BOTTOM PLATE ®co • • LU J O c9 ®®�®®.•®' ®®®• ®'° 1 o SEE FLOOR PLAN 1 1 1 M IJ, - SCHEDULE 1 SHEATHING TO BLOCKS W/ 8d FOR MORE INFO y 1 1 I NAILS. @ 6" O.C. 1 1 1 1 O 1 TO TRUSS TOP CHORD WITH (2) 12d NAILS 1 TO BLOCKING a 1 1 1 t00 L! W PROVIDE 2x4 BRACE TO N m 1/2" GYP. BOARD EACH ADJACENT DIAGONAL, J Z SIMPSON H10A @O.S.B. TO OVERLAP FASTEN 0 D AGONAL W/ (2) 16d 2x STUDS SEE PLAN U O i' Uj C) O EACH DIAGONAL BOTTOM PLATE 1 1/4" NAILS W O STUDS ABOVE ARE WALL BRACING @ 48" O.C. 0 0 FF- 1 LSTA36 EA. STUD MAX. 45° FROM 1 1 TO ALIGN W/ STUDS 1 ABOVE TO EA. STUD 1 p a 1 I BELOW 1 1 6' FROM EAVES. 1 1 1 STRUCTURAL ENG: CFG / BAD 1 EACH STUD. 1 1 1 1 CHORD TO TOP PLATE B -STRUCT: DJ 1 1 WITH 12d NAILS @ 3" 2x LEDGER TO UPPER 2x4 BLOCKS, (2) 12d TOENAILS 1 O.C. MAX. FLOOR WALL W/ @ EACH END, BLOCK TO TWO 1 — — -- 1/4" X 3-1/2" SIMPSON 1 1 JOB No, I (2)2x4 TOP PLATE SDS SCREW @ 16" O.C. SCALE: _.__. AS INDICATED 2x BEARING WALL SP4 EA. STUD TO SILL PLATE. SILL PLATE TO DATE: 05/30/2017 WITH ROOF LOAD 1 I 1 2x SPF BASE 1 CSO BRACING @ 2 STORY FRAME WALL WALL' MIN. 6" EMBEDMENT' SD6 PLATE 1 1 1 PRE-ENGINEERED 1 E p I 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. I 1 1 1 1 1 1 I 1 1 (2) 2x HEADER 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO B 1 ALIGN W/ STUDS BELOW 1 1 1 I 1 I 1 I 2x P.T. BASE PLATE ' 1 SEE BEARING SCHED. 1 FOR A.B. INFO c O co U 3J o ci O O 0 O n lOtia�4 Q o� rr^ V, _I z o < 9 W jest W 06 r p� Z p o U lboill I 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 I J V, Z �U ,T � O 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP A SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER � W � .,...,, IF PORTIONS OF THIS WALL � � SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH �._./ FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM aIF 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. m O Z O © 11 2x4 BLOCKS, 16d NAILS � ®�®®®®11IBIIlilit'r d® CL r ®u= p I- uiopo ® Y o SHEATHING CONT. TO 2nd LU Z Z O STORY WALL BOTTOM PLATE ®co • • LU J O c9 ®®�®®.•®' ®®®• ®'° z: z o ATTACH PER NAILING SHOWN. FASTEN ROOF O W M IJ, - c O co U 3J o ci O O 0 O n lOtia�4 Q o� rr^ V, _I z o < 9 W jest W 06 r p� Z p o U lboill I 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 I J V, Z �U ,T � O 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP A SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER � W � .,...,, IF PORTIONS OF THIS WALL � � SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH �._./ FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM aIF 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. m O Z O © 11 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. 2x4 BLOCKS, 16d NAILS � } M O (2) @ EACH END. BLOCK ADJACENT Z SHEATHING CONT. TO 2nd Z O STORY WALL BOTTOM PLATE BAYS @ EACH DIAGONAL AS O .,J J ATTACH PER NAILING SHOWN. FASTEN ROOF W SCHEDULE SHEATHING TO BLOCKS W/ 8d y Q LIJ NAILS. @ 6" O.C. BEARING WALL PER PLAN. BOTTOM PLATE (5) 16d NAILS BRACE O 1 TO TRUSS TOP CHORD WITH (2) 12d NAILS TO BLOCKING a @ 12" O.C. t00 L! W PROVIDE 2x4 BRACE TO N m 1/2" GYP. BOARD EACH ADJACENT DIAGONAL, J Z SIMPSON H10A @O.S.B. TO OVERLAP FASTEN 0 D AGONAL W/ (2) 16d U O i' Uj C) O EACH DIAGONAL BOTTOM PLATE 1 1/4" NAILS W O BRACE (MIN.) WALL BRACING @ 48" O.C. 0 0 FF- 2 1-- LSTA36 EA. STUD MAX. 45° FROM W ABOVE TO EA. STUD HORIZONTAL (+/- 10')BRACE p a BELOW WITH EQUAL NOT REQUIRED r� 6' FROM EAVES. END LENGTHS OVER STRUCTURAL ENG: CFG / BAD EACH STUD. DRAFTING: TOENAIL BOTTOM TRUSSES PER PLAN CHORD TO TOP PLATE -STRUCT: DJ Oc CHECK: MRB — WITH 12d NAILS @ 3" 2x LEDGER TO UPPER 2x4 BLOCKS, (2) 12d TOENAILS O.C. MAX. FLOOR WALL W/ @ EACH END, BLOCK TO TWO — — -- 1/4" X 3-1/2" SIMPSON ADJACENT ROOF TRUSSES. JOB No, TM - 2170935 (2)2x4 TOP PLATE SDS SCREW @ 16" O.C. SCALE: _.__. AS INDICATED 2x BEARING WALL SP4 EA. STUD TO SILL PLATE. SILL PLATE TO DATE: 05/30/2017 WITH ROOF LOAD FOOTING WITH 1/2" J -BOLTS OR EPDXY ANCHORS @ 32" O.C. & 6" FROM EACH END OF CSO BRACING @ 2 STORY FRAME WALL WALL' MIN. 6" EMBEDMENT' 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. - - l.,_ 11llI'll Ila11 l LLIII III1 L I l STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO W OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM p LEDGER TO STUD PACK LINE UP 2xJ01ST IN LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR Z SYSTEM & LANDING 0 FRAMING 2xJOISTS @LANDING �, p @ 16"O.C. W/ SIMPSON A A35 OR LUS26 HANGER z ON EACH SIDE op W 6" MIN. ca 10 (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT z c? LL1 STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. U_ TOBEAR DIRECTLY ON DEPTH W! (3) 10d TO EACH STUD. 11/4" z BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" LLI C;)BELOW O.C. MAX. FOR co p wmmmm��A�®p® d A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY 1Q M.N. ���� ®®®®� ®®® w co SEE SCHEDULE FOR MAX WIDTH OF LANDING ®�� = Z MIN. (3) 2x SYP #2 ' ®� ® B ®� ®� d- �- ®� e®1 - 0 U ® J SEE PLAN FOR DEPTH U Q O z® z Z o STUDS REQ'D @END �®g®� � � � OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB � ® ®®® m � 16d NAILS FROM OF LANDING SHEATHING OVER O STA' R WINDER DETAIL LEDGER TO STUD LANDING ATTACHED PACK PER GENERAL FLOOR ®�o® •® ®® CONSTRUCTION ®®®+Ammmm ®®® NOTES MID SPAN BLOCKING V TO MATCH JOIST PLYWOOD SHEATHING ° DEPTH W/ (3) 10d 2XJOIST LEDGER (P.T. OVER LANDING o STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER o O�l�d co SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR SIMPSON A34 /A35 p CONSTRUCTION cad U CLIP TO FLOOR g z NOTES ss, SYSTEM & LANDING 16 O.C. o MM O = O FRAMING °� S M' BEAM @ END OF F�+-I p y UJ p LANDING PER SCHEDULE 4 Lu V W SEE PLAN FOR yC5 MASONRY WALL OR O � WOOD WALL SIMPSON A35 D BF B CONNECTIONSQ m MASONRY WALL OR FRAME WALL BEYOND w: (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT z STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d p_D CROSS SECTION OF BEAM TO LEDGER 0 U CONNECT TO. BEAM HANGER @1°Fn � r 8 U) LU BEAR DIRECTLY ON ON EACH SIDETO EACH STUD. ((2 4" n u BUILT UP COLUMNSx 3 1/2" TITENS @ 16 06 J z BELOW O.C. MAX. FORa e3, A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WA"' STRINGERS �, <ca cc—,fi�r r� NOTCHED AT LANDING N J N vSEE SCHEDULE FOR MAX WIDTH OF LANDING W a 5 (3) 16d TOENAILS Za< . £ BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-01' RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'4" @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 11'-0" (2) 2x12 2x6 I -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR 10'_0" (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING 9"-01" (1) 2x12 (1) 2x8 2x6 HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 2x8 WITHIN SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @MID -SPAN 6'-0" (2) 2x12 ASUPPORT 8"-0" (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER 5'-0"' OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO NAILS Z I I I I MASONRY WALL) CONT I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONEI _;:jI I I I @ 24" O.C. NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I GUARDRAILS AND HANDRAILS INCLUDING IN -FILL COMPONENTS TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I IIII x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I 1 11 SCHEDULE @ END OF SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) 10d NAILS @ 4"" O.C. C CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED OPENING W/IN BELOW. SCHEDULE TAPCONS @ MIN. END TOENAILS BOTTOM MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HANDRAIL HEIGHT OF LANDING BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-01' (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'4" (3) 2x12 2x8 8'-01" 11'-0" (2) 2x12 2x6 (1) 2x12 (1) 2x8 2x6 4'-0" � (3) 2x12 2x8 8'-0" 10'_0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 1 7"-01 9"-01" (1) 2x12 (1) 2x8 2x6 " 5'-01 (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-01" 8'-0" (1) 2x12 (1) 2x8 2x6 ' 5'-01 (3) 2x12 2x12 9"-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 51-011 5'-0"' OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE:E EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN ," PLAN SPACED/CENTERED IN 1. BASED ON MIN. TREAD DEPTH OF 10 AND MAX. RISER HEIGHT OF 7-3/4 TRUSS SEE PLAN ------------- - -- - ---— - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 05/30/2017 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rST01 GEN. STAIR AND LANDING FRAMING DETAILS rSTl HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL To FLOOR PERPENDICULAR To FLOOR (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 3/4"=1 "-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) 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. c4li O � 1 31 p I— SEE `Y2" I I 2x4 CONT. TOP PLATE�� OIL ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO W STUDS W/ (2) 16d TOE LU_ 2x4 #2 SPF STUDS X X NAILS @ 24" O.C. 2x4 SILL PLATE W/ (2) GUARDRAILS AND HANDRAILS INCLUDING IN -FILL COMPONENTS 2x6 VERTICAL @ 6'-0" 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF O.C. MIN. AND @ANY 10d NAILS @ 4"" O.C. C 24" O.C. W! (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND OPENING W/IN (NOTCHED @ 2x6 I TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) HANDRAIL VERTICAL LOCATIONS). NOTCH SILL PLATE KNEEWALL FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO m C NAILS @ 4" O.C.FACE L -BRACE @ 6'-0" O.C. & OF TRUSS @ ANY OPENING Z 2x4 CONT. TOP PLATE 11 (ATTACH TOP PLATE 11-- M ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d 0 F. DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" 31/211 TOE NAILS Z Z 0 SECTION X -X N.T.S. SDS WOOD SCREWS EQUALLY J 0 J IX SPACED/CENTERED IN 2x4 #2 SPF STUDS @ V) 'Q W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24 O.C. EVERY OTHER ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE t O STUDS 2/ (2) 16d TOE �`�` STUDS W/ (2) 16d TOE 32" I ATTACHED TO TRUSS 0 Go 0 NAILS NAILS '�`�` I BELOW (OTHERWISE L 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d N m 24„ O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR I TOENAILS @ BOTTOM) 0 J TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I I•— .J WW � SLICE CUT PLYWOOD 24” O.C. W/ (2) 12d ( NOTCH FLOOR 2x4 SILL PLATE W/ (2) W >.I� 0 «..... FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO I 16d TOE NAIL EA. Q 0 = ( ACCOMMODATE 2x I CONT. BRACE & 10d 0 N �— 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO W 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4"" O.C. FLOOR SHEATHING �+121- W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 _ O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS I STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO W/ 2) % x3 SDS ( � "� �" DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS I SCREWS EQUALLY STRAP (1 EA. SIDE OFa _ SPACED & CENTERED + -STRUCT: DJ STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS -- -�--- QC CHECK: MRB -- TO TRUSS W/ (3) %4' x 3" L -BRACE C O.C. @ 6'-0" .. & JOB No. TM - 2170935 FLOOR BEAM CONDITION FLOOR BEAM SE SDS WOOD SCREWS @ ANY OPENING BASE PLATE PER FLOOR PLAN NOTE:E EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN ," PLAN SPACED/CENTERED IN 1. BASED ON MIN. TREAD DEPTH OF 10 AND MAX. RISER HEIGHT OF 7-3/4 TRUSS SEE PLAN ------------- - -- - ---— - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 05/30/2017 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rST01 GEN. STAIR AND LANDING FRAMING DETAILS rSTl HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL To FLOOR PERPENDICULAR To FLOOR (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 3/4"=1 "-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) 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.