Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
245 Big Spring Ter 16-641 New construction SFH
THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U0 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 5O GAL. W.H., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, P ERENT AV Y, AND ACRYLIC, AC Y IC AT LANAI, R GENERAL CONSTRUCTION NOTES: ' CHAPTERS AND SECTIONS REFER TO F.5.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNE55 LOT 110 THORNEBROOKIE 40 s � ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION. DARLINGTC N 2585 CEILING CONSTRUCTION: ELEVE A I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA DY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALI BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (159 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R10235. JOB NUMBER 26 1 ■ CAD FILE NAME LOT : 11110 GAMGE RIGHT EXTERIOR FINI5HE5: ISSUED 11-17W-15 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R1031o.I AND A5TM C 1063, ALL LATH AND LATH REVISED 01-26-16 ATTACHMENTS SHALL BE OF CORRO5ION-RE815TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b2 AND ASTM C 926, PER F:B.C.R 5TH EDITION (2014) R103.6.2.I WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-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 5GREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES A50YE PAVED TAYLOR MORRISON 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.5,C.R 5TH EDITION (2014) R103.63 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL 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) R103loB OR IN ACCORDANCE WITH ASTM G 926, 5TUCCO CONTROL JOINTS: 5TUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT e�■--m MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS: EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM REDRAW NOTES PLAN REVISIONS DRAWING INDEX OPENING WEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, FLASHING: I, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND 01-2616 CREATED LOT 5PECIFIC PLAN FOR LOT 110 IN THORNBROOKE 40'5, ELEVATION "A", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: TRAY CEILING AT MA5TER 5UITE, 9 FT. POCKET 5LIDING GLA55 DOOR AT FAMILY ROOM, VENT HOOD TO OUT5IDE, LAUNDRY TUB ROUGH -IN, OUTLET IN NON WET AREA, CEILING FAN PRE -WIRE, TV. PORT5 AND IN -WALL WIRE CHASE TUBE. — RDOF OPENiNC�S. N NDEX PE IFICATIONS COV GENERAL OTES I S C / / 2: APPROVED CORRO5ION-RESI5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED SLAB INTERFACE PLAN CORROSION R�SISIANT FLASHING SHALL AT ALL REQUIRED LOCATIONS PER R-103.8. 150 STATE s-rx.EEr E:nsT OL0.SMAR, FLORDA 3*n 1 BEINSTALLED 813.925.1300 TEL Y.. 813.925. 1800 FAX www.D aswscOM 1 ' P, 0 a. l� . � OfJMNe0) O •.. DWELLING / GARAGE OPENINGS: �.. — THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8 IN THICKNESS, 50LID GORE IS.G.) OR HONEY 2B1 UPPER FLOOR PLAN NOTES e w O moi^ (_ GORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CL051NG DEVICE, w � —= ' N ^Y� ..�. 9 qt ; L >>�" L �' ®°jL • 00 h oC0 5% E row CU ZJ1-(D 0 oro'' Zc�'v0 THE SEPARATION 15 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 F.B.C.R. - 5TH EDITION (2014) R10235. JOB NUMBER 26 1 ■ CAD FILE NAME LOT : 11110 GAMGE RIGHT EXTERIOR FINI5HE5: ISSUED 11-17W-15 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R1031o.I AND A5TM C 1063, ALL LATH AND LATH REVISED 01-26-16 ATTACHMENTS SHALL BE OF CORRO5ION-RE815TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b2 AND ASTM C 926, PER F:B.C.R 5TH EDITION (2014) R103.6.2.I WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-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 5GREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES A50YE PAVED TAYLOR MORRISON 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.5,C.R 5TH EDITION (2014) R103.63 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL 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) R103loB OR IN ACCORDANCE WITH ASTM G 926, 5TUCCO CONTROL JOINTS: 5TUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT e�■--m MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS: EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM REDRAW NOTES PLAN REVISIONS DRAWING INDEX OPENING WEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, FLASHING: I, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND 01-2616 CREATED LOT 5PECIFIC PLAN FOR LOT 110 IN THORNBROOKE 40'5, ELEVATION "A", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: TRAY CEILING AT MA5TER 5UITE, 9 FT. POCKET 5LIDING GLA55 DOOR AT FAMILY ROOM, VENT HOOD TO OUT5IDE, LAUNDRY TUB ROUGH -IN, OUTLET IN NON WET AREA, CEILING FAN PRE -WIRE, TV. PORT5 AND IN -WALL WIRE CHASE TUBE. — RDOF OPENiNC�S. N NDEX PE IFICATIONS COV GENERAL OTES I S C / / 2: APPROVED CORRO5ION-RESI5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED SLAB INTERFACE PLAN CORROSION R�SISIANT FLASHING SHALL AT ALL REQUIRED LOCATIONS PER R-103.8. 150 STATE s-rx.EEr E:nsT OL0.SMAR, FLORDA 3*n 1 BEINSTALLED 813.925.1300 TEL WINDOW IN5TA TI N: D LLA 0 FL R PLAN NOTES 2A1 MAIN FLOOR 813.925. 1800 FAX www.D aswscOM 1 ' I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE . � PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2A2 MAIN FLOOR PLAN DIMENSIONS - •.. DWELLING / GARAGE OPENINGS: �.. — THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8 IN THICKNESS, 50LID GORE IS.G.) OR HONEY 2B1 UPPER FLOOR PLAN NOTES e w O moi^ (_ GORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CL051NG DEVICE, w � —= ' N ^Y� ..�. 9 qt ; 262 - UPPER FLOOR- PLAN DIMENSIONS FLOOD ZONE REQUIREMENT5:".: z PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.Cn •®" i r, . 2C - INTERIOR ELEVATIONS, STAIR, SECTION, DETAILS ASPHALT SHINCxLS (IF APPLICABLE): I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL 5E INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND R905:2,6.1. pltyF,t 1� � 3A1— FRONT ELEVATION 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS 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, ; r A51M D 4869, TYPE 11 OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 3A2 SIDE ELEVATIONS ROOF PLAN BUILDING SECTION / / (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM p 226; TYPE II, ASTM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION i 3A3 FLASHING DETAILS 89052.1. CLAY AND CONCRETE TILE (IF APPLICABLE) 3A4d `�— THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R- 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR "j FLASHING C� E 1 AI LS RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAev IS DETERMINED IN ACCORDANCE WITH SECTION R3012,13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R. 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH A5TM D 226, TYPE , 4A - MAIN FLOOR ELECTRICAL PLAN II; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM D 6380, GLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASp 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS � 4B UPPER FLOOR ELECTRICAL PLAN: OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 IIF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE _ 2'-0" NIGHER THAN THE ROOF OR RIDGE. THAT 15 16-0" AWAY OR CLOSER TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT; OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, 01325, OR 01118 AND INSTALLED IN ACCORDANCE WITH - MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS' RECORD COPY TERMITE PROTECTION: 1. PENETRATION: PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501E TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE: 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES; IRRIGATION / 5PRINKLER°SYSTEM RISERS FOR SPRAY HEAD5;:AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH 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. ,w REVIEWED FOR CODE COMPLWNCE MECHANICAL AND HVAC: ,a PLANS EXAMINER I. ENERGY CALCULATIONS FOR HEATING.AND COOLING CAPACITIES SHALL, BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT;TO TH15 PLAN SET AT THE ,TIME OF n APPLICATION FOR PERMIT. DATE 2. MECHANICAL APPLIANCES SHALL BE ACGE8515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED SERVICED REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES E P P E ED L� (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL. BE CONSTRUCTED OF A MIN. X26 GAUGE (0.48 SANFORD BUILDING DIVISION mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO „ A PERMIT ISE,UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS THE MANUFACTURER'S INSTALLATION INSTRUCTIONS: " AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 5. AUXILIARY DRAIN PAN. CATEGORY 1V GONDEN5ING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WNERE�,DAMgGE TO ANY BUILDING COMPONENT WILL HNI ASIDE ANY OF THE PROVISIONS OF THE TECCAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE BUILDING OFFICIAL FROM THEREAFTER SECTIONS M14113. ; REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAUST FANS AND VENTING, 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DI5CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. f 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT,BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DUJE4LINC4 WNIT 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 IN51DE THE BUILDING. COMPACTION TEST 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0:19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE 11,6 RAD) BEND. THE Q�I� MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5006TER FAN 15INSTALLED AND L15TED<AND , 2 585 Results to be Verified LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER • at Slab Inspection FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED; A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYE01 R EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN" TITLE • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FSC. COVER SHEET GENERAL NOTES NFORD ATTENTION GENERAL CONTRACTOR / BUILDER: _ ISSUANCE OF PLANS FROM THI5 DRAFTERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5151LITY TO REVIEW AND VERIFY ALL NOTES; DIMENSIONS, AND ADHERENCE TO — APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION; ANY DISCREPANCY OF ERROR IN NOTES, DIMENSION, 5, 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 / REVI51ON5. ANY #161- 6 41 REVISIONS OR CHANGES, NOT RELATED TO, THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL „■, FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015 cov Ve 4, • 1'-4" 9'-8" 8'-4" 3'-0" x w C 10 0 $0 d 2 co YI co 9 EJm L ` °°L all 00 of c$ LL. Y Oi N 41 ( � L Q `+ co z 1 8,, $ M W.N. A5V. i PLATFORM ACRYLCIFY Q II [ ] I III �gj)� 3.0 LINE OF 3" 5TEEL PIPE FOR CONCRETE L -J 9'-I" 3' 9° BOLLARD ASV, i 20'-0" 8n -7� OF REF. i Lu G.J. 3A2 PITCH -_- --- ---=-------------- t ----------------------I/8" / FT. c� e PROVIDE WATER �� PITCH LINEFORICEMAKER TO DRAINw REFERENCE e2� GELEVATION«,Lu wNOTE:PAVER SLAB ANCsLES '° -� ti DRIVEALL LEADWALK ARE AT 45° (UN.O.) L.T UGH -IN tt i -0" AIR HANDLER 3/4" CONDENSATION LINES FROM 3.8 _�I I DRAIN BY PLUMBER UPPER FLOOR III 3/4" RECESS FOR ENTRY DR i �? 4" P.V.C. 12'-911 264' I 101-111, 6'.11121-811 21-011 PAVERS /} I I � 3'-0"x3-0" AIC 20 11 2'-I" 1'-8" 3'-10" I I I r - � PAD (SEE MECH.CONTR OR I TILE "' C.) FOR LOA = to SHOWER I 3/4" CONDENSATION L � - -Zilr--- - -1 �f -� 4" P.V.G. 3/4" CONDENSATION DRAIN BY PLUMBER SEAT - ABY. RECESS 2'-0" = o s I DRAIN BY PLUMBER AIR HANDLER hI i -� J 5'.&It LINES FROM I l_1 I L o I PER LAV SLAV. UPPER FLOOR I I _1 UJ.C.- ro - - - _ I � _ - - -J - 8" G.M.U. WALL ABY. - 8" GM.U. WALL ABV, 3'-0" 150 STATE STREET EAST OLDWAR., FLORIDA 34577 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TE N\ ER gyp. e%�" m w N ®o c®. z uj e�d' I ELEVATION PITCH O 0'-4' z 1/5 / FT. x w C 10 0 oco d 2 co YI co 9 EJm L ` °°L 00 of c$ LL. Y Oi N 41 ( � L Q `+ co z 1 150 STATE STREET EAST OLDWAR., FLORIDA 34577 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TE N\ ER gyp. e%�" m w N ®o c®. z uj e�d' I ELEVATION PITCH O 0'-4' z 1/5 / FT. T.O.M. T.O.M. T.O.M. T.OM. T.O.M. PLAN DIMEN51ON5 J 9' 4" 9' 4" 2 - 26 SH: 9'"4 50 GAL. A.F.F. AFF. Hp. AT V -ID" WRA.F.F. H.B. — — — — — — — — — — — O.NTG. _ _ 0 0 _ _O.N_G, _ 18" N. W.W. T.OM. las• I BOTT. OF LINTEL T.OM. I I � 1 --Q PLATFORM ABV. �AT 8' ID" AFF.9'-4" I "' 1 I RANGE I o W/ HOOD ARCH FROM I Lu w U5 VENT HOOD I � _ 8 -ID TO 51-511 I Q TO EXTERIOR u LINE OF 3 STEEL a I I o PIPE FOR CONCRETE 1 FAMILY ROOM I 2c — IV-1N5ULATE BOLLARD aBv. 1 LANAI LINE OF SECOND DINING 19--6"x14'–o' I \, 'KITCHEN 9'-8„x14'-4” 2 -STORY VOLUME FLOOR ABV. I 10'-6"x14'-0" I / \ 9'-4" FLAT CLG. ( WALLS I y 9'-4 PLT. HT. 9 -4 FLAT CLG. — n 1 <nr 1 JI 11 I I Aa 2 STORY 19' 4" = aI 1 I GARAGE 3A2 I ACRYuc I CLG. CLG. / I 1 1 I 20'–o"x2o'-O" I D1BRUITS DEESIGSIG N GROUP4I / I I 9'-4" PLT. HT. b T.O.M. I CPT, TILE / / 5G INSULATE IIw — �I I 150 STATE STREET EAST T.OM. g, 4„ OPENING 42" H / ABOVE o I w LEADWALKIvE / of osMnR Fl oxmn 77 9 4 oc I STAIR DATA: ARCH FROM b+ �p o I o sis . 92-5.1300 TEL LOW WALL IS RISERS AT / ti�V s13 .925.1800 FAX AFF. o TO UNDER ( \ z o v STAIRS I 8 -u IL/0'a / / LINE OF SECONp I n DAVISBEWS.COM 1.38" EACH / FLOOR ABV. o I 1 A • DENVER a� R/S UP IID.IDID TREADS L.T, X ti FLUSH FRAME ROUGH -IN 8'-&" FLAT CLG. TO FURRING ` , 9 -4 SLOPING I 2 5 OR 9 4 AIR HANDLER BARREL ARCH e ° �`` ► '°•®•"®'•• A4 FROM 8 ID 4" FLAT CLG. -- I CLG. CLG. I I YO UME CLG, LINES FROM = 9 4 ( X •.' �' ` UPPER FLOOR To 8'-8" LINE OF SECONp 1 r CLG. I FLOOR ABV. � FLAT HDR. I �� 5 5N. FOYER y` AT 4-4 _k 4" g _411 INSULATE I 9 \ SEE SECTION WALLS.. FLAT CLG. ~ MASTER SUITE I c�. I CLG. rz) z 6x6 a 9 4 \\ m v ,-� a •� \ ��®.�� w 16 0 x14'-4 u, 1 \ I m s` , 9'-4" TRAY CLG. oZ CLG. W®® •° 2-4x6-8 ARCH FROM \ m �. oc , T. AIS g 2 6x6 8 M.G. I BFD '� 1 1BFp 8 -0 TO 8'-8 0 a I a Q 9' 4..NN -4 DEN BATH 8'_8111 $ t 9t-411 - M 0 1 o' -4"x10'-6" r-- _ ENTRY I Q ATTENTION TRU55 MANOR: CLG. CLG. 9'-4" FLAT CLG. I c° a' 9'-4" PLT. HT. I LL_ < TRAY CLG. IN MASTER 9'-4' FLAT CLG. I I u PWDR. FLUSH FRAME SUITE I5 DOUN-FRAMED 24" G 75HOWER77 I _� o GPT. TILE 16x6 8 I_ J U t0 FURRING SLG.r.oM. L BFD TEMP. GL. ENGL f — TIL J.� — n Ml d7 u i nm uiAi i NdNS�N i , i , . TYPICAL MASONRY co w WINDOW SCHEDULE U P® c� I I 0 J co I I I II L ---J I L ---J 31-610-0" A/C 3'-O"x3-0" A/C PAD (5EE MEGH. PAD (SEE MECN. CONTRACTOR CONTRACTOR FOR LOC.) FOR LOC.) T.O.M. T.O.M. T.O.M. T.OM. T.O.M. PLAN DIMEN51ON5 J 9' 4" 9' 4" 2 - 26 SH: 9'"4 50 GAL. A.F.F. AFF. Hp. AT V -ID" WRA.F.F. H.B. — — — — — — — — — — — O.NTG. _ _ 0 0 _ _O.N_G, _ 18" N. W.W. T.OM. las• I BOTT. OF LINTEL T.OM. I I � 1 --Q PLATFORM ABV. �AT 8' ID" AFF.9'-4" I "' 1 I RANGE I o W/ HOOD ARCH FROM I Lu w U5 VENT HOOD I � _ 8 -ID TO 51-511 I Q TO EXTERIOR u LINE OF 3 STEEL a I I o PIPE FOR CONCRETE 1 FAMILY ROOM I 2c — IV-1N5ULATE BOLLARD aBv. 1 LANAI LINE OF SECOND DINING 19--6"x14'–o' I \, 'KITCHEN 9'-8„x14'-4” 2 -STORY VOLUME FLOOR ABV. I 10'-6"x14'-0" I / \ 9'-4" FLAT CLG. ( WALLS I y 9'-4 PLT. HT. 9 -4 FLAT CLG. — n 1 <nr 1 JI 11 I I Aa 2 STORY 19' 4" = aI 1 I GARAGE 3A2 I ACRYuc I CLG. CLG. / I 1 1 I 20'–o"x2o'-O" I D1BRUITS DEESIGSIG N GROUP4I / I I 9'-4" PLT. HT. b T.O.M. I CPT, TILE / / 5G INSULATE IIw — �I I 150 STATE STREET EAST T.OM. g, 4„ OPENING 42" H / ABOVE o I w LEADWALKIvE / of osMnR Fl oxmn 77 9 4 oc I STAIR DATA: ARCH FROM b+ �p o I o sis . 92-5.1300 TEL LOW WALL IS RISERS AT / ti�V s13 .925.1800 FAX AFF. o TO UNDER ( \ z o v STAIRS I 8 -u IL/0'a / / LINE OF SECONp I n DAVISBEWS.COM 1.38" EACH / FLOOR ABV. o I 1 A • DENVER a� R/S UP IID.IDID TREADS L.T, X ti FLUSH FRAME ROUGH -IN 8'-&" FLAT CLG. TO FURRING ` , 9 -4 SLOPING I 2 5 OR 9 4 AIR HANDLER BARREL ARCH e ° �`` ► '°•®•"®'•• A4 FROM 8 ID 4" FLAT CLG. -- I CLG. CLG. I I YO UME CLG, LINES FROM = 9 4 ( X •.' �' ` UPPER FLOOR To 8'-8" LINE OF SECONp 1 r CLG. I FLOOR ABV. � FLAT HDR. I �� 5 5N. FOYER y` AT 4-4 _k 4" g _411 INSULATE I 9 \ SEE SECTION WALLS.. FLAT CLG. ~ MASTER SUITE I c�. I CLG. rz) z 6x6 a 9 4 \\ m v ,-� a •� \ ��®.�� w 16 0 x14'-4 u, 1 \ I m s` , 9'-4" TRAY CLG. oZ CLG. W®® •° 2-4x6-8 ARCH FROM \ m �. oc , T. AIS g 2 6x6 8 M.G. I BFD '� 1 1BFp 8 -0 TO 8'-8 0 a I a Q 9' 4..NN -4 DEN BATH 8'_8111 $ t 9t-411 - M 0 1 o' -4"x10'-6" r-- _ ENTRY I Q ATTENTION TRU55 MANOR: CLG. CLG. 9'-4" FLAT CLG. I c° a' 9'-4" PLT. HT. I LL_ < TRAY CLG. IN MASTER 9'-4' FLAT CLG. I I u PWDR. FLUSH FRAME SUITE I5 DOUN-FRAMED 24" G 75HOWER77 I _� o GPT. TILE 16x6 8 I_ J U t0 FURRING SLG.r.oM. L BFD TEMP. GL. ENGL f — TIL J.� — n Ml d7 u i nm uiAi i NdNS�N i , i , . TYPICAL MASONRY co w WINDOW SCHEDULE U P® c� WINDOW WIDTHS �k 0 J co V� 0.U)� 2111 31115311 Lo I- r WINDOW CALL p i • 2 0 p 0-1 co tv Y 3�E 26" �0;N L. 0 0 1/2 32 5H 22 5H 00 4 z °201 W T.O.M. T.O.M. T.O.M. T.OM. T.O.M. PLAN DIMEN51ON5 J 9' 4" 9' 4" 2 - 26 SH: 9'"4 50 GAL. A.F.F. AFF. Hp. AT V -ID" WRA.F.F. H.B. — — — — — — — — — — — O.NTG. _ _ 0 0 _ _O.N_G, _ 18" N. W.W. T.OM. las• I BOTT. OF LINTEL T.OM. I I � 1 --Q PLATFORM ABV. �AT 8' ID" AFF.9'-4" I "' 1 I RANGE I o W/ HOOD ARCH FROM I Lu w U5 VENT HOOD I � _ 8 -ID TO 51-511 I Q TO EXTERIOR u LINE OF 3 STEEL a I I o PIPE FOR CONCRETE 1 FAMILY ROOM I 2c — IV-1N5ULATE BOLLARD aBv. 1 LANAI LINE OF SECOND DINING 19--6"x14'–o' I \, 'KITCHEN 9'-8„x14'-4” 2 -STORY VOLUME FLOOR ABV. I 10'-6"x14'-0" I / \ 9'-4" FLAT CLG. ( WALLS I y 9'-4 PLT. HT. 9 -4 FLAT CLG. — n 1 <nr 1 JI 11 I I Aa 2 STORY 19' 4" = aI 1 I GARAGE 3A2 I ACRYuc I CLG. CLG. / I 1 1 I 20'–o"x2o'-O" I D1BRUITS DEESIGSIG N GROUP4I / I I 9'-4" PLT. HT. b T.O.M. I CPT, TILE / / 5G INSULATE IIw — �I I 150 STATE STREET EAST T.OM. g, 4„ OPENING 42" H / ABOVE o I w LEADWALKIvE / of osMnR Fl oxmn 77 9 4 oc I STAIR DATA: ARCH FROM b+ �p o I o sis . 92-5.1300 TEL LOW WALL IS RISERS AT / ti�V s13 .925.1800 FAX AFF. o TO UNDER ( \ z o v STAIRS I 8 -u IL/0'a / / LINE OF SECONp I n DAVISBEWS.COM 1.38" EACH / FLOOR ABV. o I 1 A • DENVER a� R/S UP IID.IDID TREADS L.T, X ti FLUSH FRAME ROUGH -IN 8'-&" FLAT CLG. TO FURRING ` , 9 -4 SLOPING I 2 5 OR 9 4 AIR HANDLER BARREL ARCH e ° �`` ► '°•®•"®'•• A4 FROM 8 ID 4" FLAT CLG. -- I CLG. CLG. I I YO UME CLG, LINES FROM = 9 4 ( X •.' �' ` UPPER FLOOR To 8'-8" LINE OF SECONp 1 r CLG. I FLOOR ABV. � FLAT HDR. I �� 5 5N. FOYER y` AT 4-4 _k 4" g _411 INSULATE I 9 \ SEE SECTION WALLS.. FLAT CLG. ~ MASTER SUITE I c�. I CLG. rz) z 6x6 a 9 4 \\ m v ,-� a •� \ ��®.�� w 16 0 x14'-4 u, 1 \ I m s` , 9'-4" TRAY CLG. oZ CLG. W®® •° 2-4x6-8 ARCH FROM \ m �. oc , T. AIS g 2 6x6 8 M.G. I BFD '� 1 1BFp 8 -0 TO 8'-8 0 a I a Q 9' 4..NN -4 DEN BATH 8'_8111 $ t 9t-411 - M 0 1 o' -4"x10'-6" r-- _ ENTRY I Q ATTENTION TRU55 MANOR: CLG. CLG. 9'-4" FLAT CLG. I c° a' 9'-4" PLT. HT. I LL_ < TRAY CLG. IN MASTER 9'-4' FLAT CLG. I I u PWDR. FLUSH FRAME SUITE I5 DOUN-FRAMED 24" G 75HOWER77 I _� o GPT. TILE 16x6 8 I_ J U t0 FURRING SLG.r.oM. L BFD TEMP. GL. ENGL f — TIL J.� — n Ml d7 u i nm uiAi i NdNS�N i , i , . 2585 • TITLE • MAIN' FLOOR PLAN NOTES • SHEET • .2'A 1 ,�-kk TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS �k 2011 2111 31115311 Lo I- WINDOW CALL -OUTS 2 26" 12 5H 1/2 32 5H 22 5H 32 5H W = 39" O 13 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63° 0 15 5H 1/2 35 5H 25 5H 35 5H z -f 2" 16 5H 1/2 36 5H 26 5H 36 5H �c G.G. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, Lu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND SPECIFICATIONS. Z • REFER TO FLOOR FILANS FOR STYLE OF WINDOW USED (51NGLE HUNG -51-1, CASEMENT- CSMT, OR FIXED GLA55- F.G) 2585 • TITLE • MAIN' FLOOR PLAN NOTES • SHEET • .2'A 1 ,�-kk Ell 1'-4" 9'-8" V-4" 29' 65'-4" REFER TO SHEET 2A1 FOR MAIN FLOOR PLAN NOTES 26002.021 • CAD FILE NAME LOT 110 d - 11-17-15 REVISED 01-26-16 n; O J � � rchh.� e u; :3,(o 0) .0 r L ---J L ---J 1'-4" 9'-8" V-4" 29' 65'-4" REFER TO SHEET 2A1 FOR MAIN FLOOR PLAN NOTES JOB NUMBER 26002.021 • CAD FILE NAME LOT 110 ro 11-17-15 REVISED 01-26-16 U C, P 0 Lo O J � � rchh.� fA V/0 :3,(o 0) .0 C3 a JL 00 0 -° C 00 3�E�Yro� C 600r' 00 ZNet JOB NUMBER 26002.021 • CAD FILE NAME LOT 110 ISSUED 11-17-15 REVISED 01-26-16 2585 • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • A/G 150 STATE STREET EAST CHASE g 0 1 I4, O1 3 MW FLORIDA 34677 813 - 925. 1300 TEL CLG. I I 13 . 925. 1800 FAX COM R/S a • ° • �' `~' ccs �"`°.. • z 5 0x6 8 y ° . . . . . .....VBFB I �••n, .. m�� .. ; N a fM 4Lr T CLG. 1 " eQ � q I I — — — - — — - — — L — "2x2x4 FRAME WALL 9 . MAn cu x ro A/G 150 STATE STREET EAST CHASE g 0 1 I4, O1 3 MW FLORIDA 34677 813 - 925. 1300 TEL CLG. I I 13 . 925. 1800 FAX COM R/S a • ° • �' `~' ccs �"`°.. • z 5 0x6 8 y ° . . . . . .....VBFB I �••n, .. m�� .. ; N a fM 4Lr T CLG. 1 " eQ � q I I — — — - — — - — — L — TYPICAL WOOD FRAME x ro WINDOW SCHEDULE LU 0000 ' BEDROOM 3 0 .M °I % 2411. 3611. 9'-0" FLAT CLG. 1 i 1 AA pyy -OUTS 3A2 �� fA - w �. ' >_iclJ l 0 M • ISIS F.G. 2018 F.G. 0003 4018 F.G. uji COO E Y `V (O,z cmL _ 24" 6' W R 2020 F.G. 3020 F.G. 4020 F.G. 00 zN l J A/G 150 STATE STREET EAST CHASE g 0 1 I4, O1 3 MW FLORIDA 34677 813 - 925. 1300 TEL CLG. I I 13 . 925. 1800 FAX COM R/S a • ° • �' `~' ccs �"`°.. • z 5 0x6 8 y ° . . . . . .....VBFB I �••n, .. m�� .. ; N a fM 4Lr T CLG. 1 " eQ � q I I — — — - — — - — — L — TYPICAL WOOD FRAME WINDOW SCHEDULE LU WINDOW WIDTHS BEDROOM 3 12'-6"x11'-0" 2411. 3611. 9'-0" FLAT CLG. 1 1 AA CALL -OUTS 3A2 2 2.4x6 -S aFpA= 1 A/G 150 STATE STREET EAST CHASE g 0 1 I4, O1 3 MW FLORIDA 34677 813 - 925. 1300 TEL CLG. I I 13 . 925. 1800 FAX COM R/S a • ° • �' `~' ccs �"`°.. • z 5 0x6 8 y ° . . . . . .....VBFB I �••n, .. m�� .. ; N a fM 4Lr T CLG. 1 " eQ � q I I — — — - — — - — — L — " a� 2585 • TITLE • UPPER FLOOR PLAN NOTES #16-641 • UPPER FLOOR PLAN NOTES SHEET SCALE: 1/4" -- V-011 GARAGE RIGHT 21�B 1 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411. 3611. 4all r� WINDOW CALL -OUTS 2 20" ISIS F.G. 2018 F.G. 3018 F.G. 4018 F.G. uji _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" �n 1840 5H 2040 5H 3040 5H 4040 5H Z 60" 3: 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOJ5, � w WINDOW 51ZE5 AND NPTALLATION MAY VARY PER MANUFACTURER AND 5PECIFIGATION5. Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -SH, CA5EMENT- G5MT, OR FIXED GLA55- F.G.) " a� 2585 • TITLE • UPPER FLOOR PLAN NOTES #16-641 • UPPER FLOOR PLAN NOTES SHEET SCALE: 1/4" -- V-011 GARAGE RIGHT 21�B 1 x Cpa LO J470 O Jrgrn i 2 N h to LM >yJcv cl o 00U°0r, �-0 w 0 CO 0 T ZN C 5TAIR NOTES: RAILING 36" H. CONTINUOUS 42'1H. BALU5TER5 SHALL BE SPAGED 50 THAT GRASPABLE LOW WALL A 4" SPHERE CANNOT PA55 THROUGH. OPT. 8" TRAY CLG. 3/4" PLYWD. RAILING IN MASTER SUITE DECKING BEAM HANDRAIL5 BEAM HANDRAILS FOR STAIRWAYS SHALL BE LINE OF 6'-8" MIN. CONTINUOUS FOR THE FULL LENGTH OF FLOOR SYSTEM HEAD CLEARANCE FLOOR SYSTEM THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT \ -� TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL a 2x STRINGERS10.001,\ \ / BE RETURNED OR SHALL TERMINATE IN W42" H.%now NEWEL POSTS OR SAFETY TERMINALS. (TYPJ LOW WA OPEN TO r — — — HANDRAILS ADJACENT TO A WALL SHALL FAMILY ROOM = _ iF— HAVE A SPACE OF NOT LESS THAN 1-1/2 u N 1" N051NG �--- v INCH BETWEEN THE WALL AND (iYP.)oe HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL UNDER -T 2x TREADS AND '� M Ix RISERS (TYP.) `" MUST MEET TYPE ONE OR TYPE TWO STAIRS CRITERIA Tmmi r,h X ca J-- q) C) �'�c°a co !!AA vI o q_ ncli� �s N ` ' y j N QLLM o 0_"' roc 7 0 0 eo QD �- X;: cy L OC7 40 ��� 0 Z N C I 5TAIR NOTES: RAILING 36" H. CONTINUOUS 42'1H. BALU5TER5 SHALL BE SPAGED 50 THAT GRASPABLE LOW WALL A 4" SPHERE CANNOT PA55 THROUGH. OPT. 8" TRAY CLG. 3/4" PLYWD. RAILING IN MASTER SUITE DECKING BEAM HANDRAIL5 BEAM HANDRAILS FOR STAIRWAYS SHALL BE LINE OF 6'-8" MIN. CONTINUOUS FOR THE FULL LENGTH OF FLOOR SYSTEM HEAD CLEARANCE FLOOR SYSTEM THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT \ -� TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL a 2x STRINGERS10.001,\ \ / BE RETURNED OR SHALL TERMINATE IN W42" H.%now NEWEL POSTS OR SAFETY TERMINALS. (TYPJ LOW WA OPEN TO r — — — HANDRAILS ADJACENT TO A WALL SHALL FAMILY ROOM = _ iF— HAVE A SPACE OF NOT LESS THAN 1-1/2 u N 1" N051NG �--- v INCH BETWEEN THE WALL AND (iYP.)oe HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL UNDER -T 2x TREADS AND '� M Ix RISERS (TYP.) `" MUST MEET TYPE ONE OR TYPE TWO STAIRS CRITERIA Tmmi r,h 11/2" THICK 5AND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING Z O w w � w >� n W Z 3/4" THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FINISHED KEY8TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) R103boJ AND A5TM C 1063. THICKNE55 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 5CALE: 3" - I'-0" CLEAR OPENING HEIGHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER FB.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) R312,2 12 aHINGLE 12 6 J ROOF Q6 G.C. VERIFY 12 ` �/ ALUMINUM OVER (OL, -/SHINGLE 2x6 5UB-FA50A ROOF (TYPICAL) PLT. HT. PLT. HT. m ro Q oLo V/ 0 0) ''-1m 6 6 6dE o 00 .0 'v N ® "_' co � roEl e, C13 7:N 6. J roN oQ 4d z c It 12 aHINGLE 12 6 J ROOF Q6 G.C. VERIFY 12 ` �/ ALUMINUM OVER (OL, -/SHINGLE 2x6 5UB-FA50A ROOF (TYPICAL) PLT. HT. PLT. HT. UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT, / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. ACTUAL SOFFIT VENTILATION = 696.46 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN, PER 4 FOOT OFF RIDGE VENT * 9.7 SQ, IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFTf VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. ��. VJ�4.: I 6:12 -�--------- - - - - - - - - - �I ti� 6:12 � LANAI ROOF VENT REQUIREMENTS 11/2" THICK VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ, FT. SAND FINISH X 144 = 67 SQ. IN. KEY5TONE HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. (IF APPLICABLE) # UPPER 2/3 ROOF VENTS REQUIRED = 1 R415ED SAND FIN15H HALF AT LOW SOFFIT/ EAVE VENTS = 33.36 SQ. IN. �— TEXTURED BANDING ACTUAL SOFFIT VENTILATION =139.0 SQ. IN, 6:12 HATCHING INDICATE5 FIRE RATED EAVE5 (NO SOFFIT ------�- I VENTILATION AT THESE 6:12 -------------------- AREA5 (TYP.) ---------- I 6:12 °L 6:12 I I LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. X 144 = 254 SQ. IN. I HALF AT UPPER 2/3 ROOF VENTS = 126,96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 j --------------------------- HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 423.50 SQ. IN. T 0" rYP. OVERHANG AA AT HIP (U,N.D.) ROOF PLAN. SCALE:1/8" z I'-0" (I) HOUR RATED A55EMBLY GA FILE "RC2602 IN5TALL (2) LAYER5 5/8" TYPE "X" EXT. GYP. Bq, A5 5HOWN, GIRDER INSTALL BA5E LAYER W/ 1114" TYPE W OR 5 DRYWALL 5GREW5 AT 24" O.C. - IN5TALL FACE LAYER W/ 11/8" TYPE W 5EE 12 OR 5_DRYWALL 5CREW5 AT 12" O.C. ELEV. PRE-MANUF. E TRU55 G,C, VERIFY FASCIA TRU55 12 6D PER COMMUNITY 2x4 P.T. CONT. BLOCKING REQ. ATTACHED W/ 8d NAIL5 AT 24" .2 - _ 11 1111 11 O.C. AT FRAME WALLS AND ❑ ❑ `�' ` Lm ❑ ❑ /2-6TORY 2-3/4" TAPCON AT 24" O.C. AT 0 o GIRDER 6 1 C.M.U. WALL. 2x 5U5 FA5CIA BR. 3 LC �,Y � EXTERIOR WALL OVERHANG ALUMINUM 5OFFIT - NON VENTED (SEE ELEV.) (5EE FLOOR PLAN) CANNOT BE U5ED FOR ATTIC VOLUME 0220 LINE OF VENTILATION TRU55 EXTERIOR FIN15H ROOF TRU55E5 AT 24" D.C. (5EE ELEVATION5) P NOTE: FIRE RATED OVERHANG APPLIES ONLY TO OVERHANGS ❑ IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) 8103.6.1 AND A51M C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.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 5CALE: 3" = 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F,B.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F,B.C.R - 5TH EDITION (2014) 83122 APPMX. Gelling vlteillkl11 6 pot Fire Twat; FFM G 172.2-25.72; ITS, "'98 WITHIN 2 TO 5 FEET of PROJECTION UNDERSIDE PROPERTY LINE, S 1 HR. FIRE RESISTANT DTL INR FIRE PROTECTION REQUIRED r0 2 Fr. > (Dist.) < 5 Fr UNDERSIDE OF PROJECTION (D15t.) > 5 FT. NO RE5TRICTION5 PROJECTIONS (OVERHANGS) ROOF VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL R806. PROPERTY LINE THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF, THE VENTED SPACE. DWELLING THE VENTILATING AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION 15 PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURED VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE A5 PER THE F5C 5TH EDITION (2014) RESIDENTIAL SECTION R302, VENTS. MEA5URE5 SHALL BE TAKEN TO PROTECT ANY AND ALL PROJECTIONS THAT ARE> 2 FEET TO< 5 FEET. FIRE RESISTANT SOFFIT DETAIL N.T.S. 0 r GIRDER 12 6� 12, GIRDER TRU55 ROOF TRU55E5 r 1.0 U TM,Q TRU55 12 6D AT 24" O.C. - (TYPICAL) .2 6 a 11 1111 11 ❑ ❑ `�' ` Lm ❑ ❑ /2-6TORY 0 o GIRDER 6 1 BR. 3 LC �,Y � E E VOLUME 0220 TRU55 ROOF TRU55E5 AT 24" D.C. P ❑ ❑ ❑ ❑ a 4 .� (TYPICAL) -�— FLOOR 5Y5TEM - ► BEAM zt oa CIA ❑o F1 F1 FAMILY - LANAI CONC. LINTEL GARAGE a KI �- ftc0 ❑ JOB NUMBER 26002.021 CAD FILE NAME LOT 110_ TY ISSUED 11 17-15 REVISED 01-26-16 SECTION AA. - SCALE: 1/8" -- 14 6 IE a 6 12 �-SHINGLE 12 6 SWINC,LE 6 ROOF ROOF PLT. HT. - - _ - PLT. HT. r B -TEMP. /5TUCCo _ FIN15H 0 FINIS; 7 ro �l f- ]"'�1<12 �,/ 12 � SECOND F.F. IN -SHINGLE Q6 5 CON FF. IN E ND LINE SECOND FF. LINE_ 8 ROOF _ _ E q _ LINE DAVIS BEWS T.OM.r.O,N. _ DESIGN GROVF %� `A 150 STATE SC'REEI EAST � TEXTURED ZTEXTUREq - OL,taSniAR,FLORroA 34677 FINISH TEMP. FINISH 813 - 925 .1300 TEL 7 bl 61 813 l 00 FAX % �.com _ asFF. � ; � d._ MAIN FF. LINE - - - - - - - - - - - _ MAIN LINE— GRADE LINE GRADE LINE a00 k , 8G . cv (ASSUMED) (ASSUMED) '" rr • e R m LEFT ELEVATION i ,e W9 * 10 m " tad u- 0-1 5CALE: 1/8" = 1'-0" or �t 1 1 p i 6 125HINGLE 11 Q6 ROOF bC% 5HINGLE I ROOF Ir, PLT. HT._ PLT. HT. . r 1 5 5TUCC0 sTuCCo FIN15H F.G. F.G. FIN15H In, "Itoo 12 SECOND F.F. LINE 451LINGLE 8 _SECOND F.F. LINE „ ROOF --^ T.O.M. T.OM, TEXTURED TEXTURED, FINISH FINISH MAIN FF. LINE LTEMPII_ MAIN F.F. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) REAR ELEVATION 5CALE: 1/8" 14: 12 12 6� Q6 ' 6 12 12 /SHINGLE Q6 ROOF ROOF PLT. HT-_ _ _ _ PLT. NT._ x <--STUCCO L STUCCO 5TUCC0 FIN15H FIN15H FIN15H 6 12 SHINGLE 12 J a4 5ECOND F.F. LINE_ _ ROOF 8 SECOND FF. LINE ROOF all- SECOND F.F. LINE T.OM, TD.M.- /TEXTURED _ /TEXTURED /TEXTURED 2' 0" FINISH - FIN15W7 FIN15H 9� ' MAIN FF. LINE J MAIN F.F. LINE �3w:.c�iti GRADE LINE GRADE LINE (A55UMED) (A55UMED) RIGHT ELEVATION 5CALE: Ila" :1'-O" 016_ 6 4 1 ELEVATION "Al GARAGE RIGHT 2585 i, • TITLE SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEETA2 fix, • x r 1.0 U TM,Q o w -j��0 vI .2 JC'j ` Lm IL 0 0 o q`w N `0 ►� °a �,Y � 0220 GARAGE a KI �- ftc0 ❑ JOB NUMBER 26002.021 CAD FILE NAME LOT 110_ TY ISSUED 11 17-15 REVISED 01-26-16 SECTION AA. - SCALE: 1/8" -- 14 6 IE a 6 12 �-SHINGLE 12 6 SWINC,LE 6 ROOF ROOF PLT. HT. - - _ - PLT. HT. r B -TEMP. /5TUCCo _ FIN15H 0 FINIS; 7 ro �l f- ]"'�1<12 �,/ 12 � SECOND F.F. IN -SHINGLE Q6 5 CON FF. IN E ND LINE SECOND FF. LINE_ 8 ROOF _ _ E q _ LINE DAVIS BEWS T.OM.r.O,N. _ DESIGN GROVF %� `A 150 STATE SC'REEI EAST � TEXTURED ZTEXTUREq - OL,taSniAR,FLORroA 34677 FINISH TEMP. FINISH 813 - 925 .1300 TEL 7 bl 61 813 l 00 FAX % �.com _ asFF. � ; � d._ MAIN FF. LINE - - - - - - - - - - - _ MAIN LINE— GRADE LINE GRADE LINE a00 k , 8G . cv (ASSUMED) (ASSUMED) '" rr • e R m LEFT ELEVATION i ,e W9 * 10 m " tad u- 0-1 5CALE: 1/8" = 1'-0" or �t 1 1 p i 6 125HINGLE 11 Q6 ROOF bC% 5HINGLE I ROOF Ir, PLT. HT._ PLT. HT. . r 1 5 5TUCC0 sTuCCo FIN15H F.G. F.G. FIN15H In, "Itoo 12 SECOND F.F. LINE 451LINGLE 8 _SECOND F.F. LINE „ ROOF --^ T.O.M. T.OM, TEXTURED TEXTURED, FINISH FINISH MAIN FF. LINE LTEMPII_ MAIN F.F. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) REAR ELEVATION 5CALE: 1/8" 14: 12 12 6� Q6 ' 6 12 12 /SHINGLE Q6 ROOF ROOF PLT. HT-_ _ _ _ PLT. NT._ x <--STUCCO L STUCCO 5TUCC0 FIN15H FIN15H FIN15H 6 12 SHINGLE 12 J a4 5ECOND F.F. LINE_ _ ROOF 8 SECOND FF. LINE ROOF all- SECOND F.F. LINE T.OM, TD.M.- /TEXTURED _ /TEXTURED /TEXTURED 2' 0" FINISH - FIN15W7 FIN15H 9� ' MAIN FF. LINE J MAIN F.F. LINE �3w:.c�iti GRADE LINE GRADE LINE (A55UMED) (A55UMED) RIGHT ELEVATION 5CALE: Ila" :1'-O" 016_ 6 4 1 ELEVATION "Al GARAGE RIGHT 2585 i, • TITLE SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEETA2 fix, • BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING OF MATERIAL PER :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) ENGINEERED ROOF JSSES AT 24" O.C. :RRICANE STRAP PER OF FRAMING PLAN BRG. HGT. IM, DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A )ODEN ANG 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 AND UP WALL BY 6" 15/32 O.S.B. SHEATHING ' 2X4'S @ 16" O.C. BRG EXT WALL c� BUILDING WRAP BEYOND 20" FLOOR -j ® jCONw FLASHING TO EXTEND 36" PROVIDE SELF ADHERED Z w, m 0 N r WATERPROOF MEMBRANE aco FLASHING UNDER S.G.D. ASRUBBER TRUSS v ®-' C0 MEMBRANE BEYOND - i >E 0� '" ° m a 0 *' f0 to 0 41 z (bv ' 0 EXTERIOR FINISH 2X8 TRIM BOARD I 7/16" O.S.B. SHEATHING SHOWN, PROVIDE 4' A" BEAD OF 1 BUILDING WRAP BEYOND STUCCO „J" MOLD PER BUILDER CONST. ADHESIVE TO BE APPLIED 1 CAULK/SEALANT OR SOLDER 1 PROVIDE SELF ADHERED FLASHING. PROVIDE FLASHING UNDER THRESHOLD OF DOOR � BETWEEN PAN FLASHING I FLASHING , „BOOT AT POSTS AND RETURN UP JAMB 6". USE AND DECK FLASHING. I CEMENT PLASTER STOP 7/16" O.S.B. SHEATHING LIQUID NAIL BRAND OR EQUAL1 � EXTERIOR FINISH LAPPING DOWN OVER RIM JOIST WATERPROOF MEMBRANE WATERPROOF MEMBRANE WATER PROOF CAULKING L 1 I 1 PER BUILDER 1 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" ° " SEE STRUCTURAL FOR a 7/16" O.S.B. SHEATHING >° a CONNECTORS ° FLASHING. PROVIDE SELF ADHERED SPACED EVENLY @ 24" O.C. MAX 24" FLOOR TRUSS �. FLASHING TEXTURED CEMENT ( EA. FLOOR TRUSS) I" SEE STRUCTURAL PLASTER FINISH LAPPING DOWN OVER RIM JOIST USP HTA20 STRAP 8' CMU BLOCK AND UP WALL BY 6" °° c� 20" FLOOR -j ® jCONw ac:n 0) w, m 0 N r WATERPROOF MEMBRANE aco TRUSS v ®-' C0 >E 0� '" ° m a 0 *' f0 to 0 41 z (bv ' 0 2X8 TRIM BOARD STUCCO „J" MOLD PROVIDE SELF ADHERED FLASHING 7/16" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" ° " SEE STRUCTURAL FOR >° (4) 1/4" X 4" LAG SCREWS CONNECTORS ° SPACED EVENLY @ 24" O.C. MAX 24" FLOOR TRUSS �. TEXTURED CEMENT ( EA. FLOOR TRUSS) I" SEE STRUCTURAL PLASTER FINISH USP HTA20 STRAP 8' CMU BLOCK EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703:8. THE EXTERIOR WALL 150 STATE STREET EAST RFsisr ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OLDS k,RO 00 TFL SILL PLATE` (SEE DETAIL B 0 2 FOR OPTIONS) 0P� 0 WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925.1800 FAX www.D�t$�.corvl REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THEA SEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCOR E u - WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. M1 ' �m a • °••• BARRIER 8703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER .RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF • ��/ •® ;; ° : a a ALL EXTERIOR WALLS.. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER ' ����•�• mN� u w THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS 7wa° e THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND -CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE " EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINIGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING -FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WIT H A SEALANT NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION ASTM 12 1 'M APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF C 8 , AAMA 812, OR OTHER A O S 1. FLASHING To BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6" WIDE),,,; v , CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN As NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPE,N,jNGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL -FINISH OR TO THE WATER -RESISTIVE BARRIER,FOR SUBSEQUENT TYPICAL SLIDING GLASS DOOR FLASHING DETAILLL BE INSTALLED IN WITH ONE DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHA OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1■■�■� 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE D A A RER� MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY sEcuRE AD DRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE FL SHING MANUF CTU S NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL B.E ;INSTALLED AT THE THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH. A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER EXTERIOR , " RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES. BARRIER TAPE SILL PLATEO 1.2 IN ACCORDANCE WITH THE FLASHING,DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 2 1.3 IN ACCORDANCE WITH OTHER APPROVED_ METHODS.... (ASSEMBLED /-FLASHING -\ WINDOW b 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/HAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. i FLASHING 2CHIMNEYS, ORAT THE INTERSECTION OF HIMNEYS R THER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINQS.. , FLASHING DO NOT FLASH OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-INs 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. t.. INSTRUCTIONS: NOTES: 1. CUT FOLD UP & TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2585 BARRIER ABOVE HEADER TO CONSTRUCTION. ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. �. _ � r , Uu n, • 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TITLE ti� WEATHER RESISTIVE BARRIER 7. AT BUILT-IN GUTTERS. FLASHING DETAILS 4. INSTALL FLASHING AND WEATHER RESISTIVE Sd 9lII i0 - 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEADS - FLASHING AND SEAL WITH TAPE #16-641 TYPICAL WINDOW FLASHING DETAIL SHEET • FLASHI DETAILS . '3A3 c� CC OLO, o -j ® jCONw ac:n 0) w, m 0 N r aco 0 0 'o ®-' C0 >E 0� '" m a 0 *' f0 to 0 41 z (bv ' 0 TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703:8. THE EXTERIOR WALL 150 STATE STREET EAST RFsisr ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OLDS k,RO 00 TFL SILL PLATE` (SEE DETAIL B 0 2 FOR OPTIONS) 0P� 0 WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925.1800 FAX www.D�t$�.corvl REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THEA SEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCOR E u - WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. M1 ' �m a • °••• BARRIER 8703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER .RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF • ��/ •® ;; ° : a a ALL EXTERIOR WALLS.. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER ' ����•�• mN� u w THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS 7wa° e THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND -CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE " EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINIGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING -FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WIT H A SEALANT NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION ASTM 12 1 'M APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF C 8 , AAMA 812, OR OTHER A O S 1. FLASHING To BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6" WIDE),,,; v , CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN As NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPE,N,jNGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL -FINISH OR TO THE WATER -RESISTIVE BARRIER,FOR SUBSEQUENT TYPICAL SLIDING GLASS DOOR FLASHING DETAILLL BE INSTALLED IN WITH ONE DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHA OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1■■�■� 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE D A A RER� MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY sEcuRE AD DRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE FL SHING MANUF CTU S NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL B.E ;INSTALLED AT THE THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH. A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER EXTERIOR , " RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES. BARRIER TAPE SILL PLATEO 1.2 IN ACCORDANCE WITH THE FLASHING,DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 2 1.3 IN ACCORDANCE WITH OTHER APPROVED_ METHODS.... (ASSEMBLED /-FLASHING -\ WINDOW b 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/HAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. i FLASHING 2CHIMNEYS, ORAT THE INTERSECTION OF HIMNEYS R THER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINQS.. , FLASHING DO NOT FLASH OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-INs 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. t.. INSTRUCTIONS: NOTES: 1. CUT FOLD UP & TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2585 BARRIER ABOVE HEADER TO CONSTRUCTION. ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. �. _ � r , Uu n, • 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TITLE ti� WEATHER RESISTIVE BARRIER 7. AT BUILT-IN GUTTERS. FLASHING DETAILS 4. INSTALL FLASHING AND WEATHER RESISTIVE Sd 9lII i0 - 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEADS - FLASHING AND SEAL WITH TAPE #16-641 TYPICAL WINDOW FLASHING DETAIL SHEET • FLASHI DETAILS . '3A3 5NEATHING TEXTURE FIN15H COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE 5ELF ADHE5IVE FLASHING AT LOWER N05E OF M.W.W.5, 5ELF ADHE5IVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING ---�` REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY ° SELF -ADHERED FLASHING —, DO NOT FLASH OVER BOTTOM NAILING FLANGE ASP EXT OUT / NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WAi i LIUCATUMU1 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 1 11 11H.1ill !I WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.6 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH- ��� / \RIM JOIST 00 v SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY'FASTEN IF RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS RUBBERIZED ADHESIVE ADHESIVE TO BE APPLIED UNDER FNLASHING JAMB TALL & HERAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING / 7/8" CEMENT PLASTER DOOR ROUGH OPENING MEMO IN ACCORDANCE WITH 3/4"-1" BEAD OF CONSTR. MAINTAIN ASTMC926 ADHESIVE TO BE APPLIED UNDER UNPERFORATED FLANGE 7/8" APPROVED WEATHER -RESISTANT THRESHOLD OF DOOR AND RETURN 11/2" TO 2" MATERIAL W/ METAL LATH IN UP JAMB 6". USE LIQUID NAIL BRAND L.. ACCORDANCE WITH ASTMC1063 OR EQUAL WEATHER PROOF CAULKING BUILDING PAPER BUILDING PAPER FLASHING SELF -ADHERED FLASHING 7/16" O.S.B. Q 0 IL 7/16" O.S.B. SUBFLOOR 1 11 11H.1ill !I WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.6 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH- ��� / \RIM JOIST 00 v SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY'FASTEN IF RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS RUBBERIZED ADHESIVE ADHESIVE TO BE APPLIED UNDER FNLASHING JAMB TALL & HERAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING / DIVERTER FLASHING CONT. N SEALANT Mi FLASHINGJ�� / ..f.. ROOF MATERIAL PER DRIP EDGE \ \\, ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAIL S FASCIA — —�`�~-� UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS \ COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. �.. \ PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING TEXTURED, PAINTED w/TAR BETWEEN EXTERIOR WALL FINISH FLASHING AND SHINGLES HOLD EXTERIOR .. FINISH 2" ABOVE ROOF SHINGLE PER G� .°• CONTRACT FLASHING vkDDF D CAULKING \, �OO,t��y`�Ol�, E�PP O MENS P FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN 6" HIGH SPECS. DIVERTER FLASHING \ j _---GALV.'L'FLASHING TYPICAL. / — —ROOFING FELT —DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TO �R tioo 00 2'S� �� UND�R4P` 4 �" ,PEDG� WALL FLASHING DETAIL 9gr�'o� ew coo "J\'coURS� 3FtD GODF��\ f-6 GG00'- �SE' o � RAKE METAL z2 Z9, DRIP EDGE 5 2 EAVES LINE VALLEY BY CENTERING 36' WIDE 14" CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' 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 COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2 DIAGONALLY OFF ROOFING SYSTEM 1S CERTAINTEED LANDMARK TIL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN MEMO IN ACCORDANCE WITH ACCORDANCE WITH MAINTAIN ASTMC926 ASTMC926 UNPERFORATED FLANGE 7/8" APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT 11/2" TO 2" MATERIAL W/ METAL LATH IN SELF -ADHERED L.. ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER FLASHING O 7/16" O.S.B. Q 0 IL 7/16" O.S.B. SHEATHING ° „ CAULKED ALL BUTT SEAL TOPS JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS 00 (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER METAL SCREED 2" BELOW TOP OF FLASHING BLOCK SHEDDING LAPS 31/2" / Oo h 00 ZN2v SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER TEXTURED, PAINTED — CRICKET ASEXTER. WALL FINISH ASPHALT BASED SPECIFIED ROOF CRICKET: 6" X 18" H GALV. SEALANT APPLIED BY PLAN MIN: ISLOPE (REQUIRED AT R FLASHING CONT. BEHIND FLASHING ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A LOCATIONS) AT ENTRYROOF Z MINIMUM OF 6" ABOVE SHINGLES w z 00 VERTICAL RISE OF FLASHING AT KNEEWALL DIVERTER FLASHING CONT. N SEALANT Mi FLASHINGJ�� / ..f.. ROOF MATERIAL PER DRIP EDGE \ \\, ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAIL S FASCIA — —�`�~-� UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS \ COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. �.. \ PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING TEXTURED, PAINTED w/TAR BETWEEN EXTERIOR WALL FINISH FLASHING AND SHINGLES HOLD EXTERIOR .. FINISH 2" ABOVE ROOF SHINGLE PER G� .°• CONTRACT FLASHING vkDDF D CAULKING \, �OO,t��y`�Ol�, E�PP O MENS P FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN 6" HIGH SPECS. DIVERTER FLASHING \ j _---GALV.'L'FLASHING TYPICAL. / — —ROOFING FELT —DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TO �R tioo 00 2'S� �� UND�R4P` 4 �" ,PEDG� WALL FLASHING DETAIL 9gr�'o� ew coo "J\'coURS� 3FtD GODF��\ f-6 GG00'- �SE' o � RAKE METAL z2 Z9, DRIP EDGE 5 2 EAVES LINE VALLEY BY CENTERING 36' WIDE 14" CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' 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 COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2 DIAGONALLY OFF ROOFING SYSTEM 1S CERTAINTEED LANDMARK TIL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" FIGURE 4: VALLEY DETAIL 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN MEMO IN ACCORDANCE WITH ACCORDANCE WITH MAINTAIN ASTMC926 ASTMC926 UNPERFORATED FLANGE 7/8" 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8"JOINT 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH MAINTAIN ASTMC926 ASTMC926 UNPERFORATED FLANGE 7/8" APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT 11/2" TO 2" MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN 1/2" CEMENTITIOUS ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER a° OUTSIDE CORNER 7/16" O.S.B. Q 0 IL 7/16" O.S.B. SHEATHING ° „ CAULKED ALL BUTT SHEATHING , 00 KEEP TOP EDGE OF WEEP Q METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" / UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8"JOINT ONLY WEEP SCREED x ro MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL INSIDE AND M, a° OUTSIDE CORNER WILL NEED TO BE Q 0 IL MITER CUT AND CEMENT PLASTER IN ° „ CAULKED ALL BUTT ACCORDANCE WITH ®®�®® ®°L JOINTS NEED TO BE EMBEDDED IN ASTMC926 OVER WOOD ®®®'4 °®� ` ® ®n®._. ® ia� eeei eniT i icini� I� ROOF MATERIAL PER 18"x18" METAL ELEVATIONS WITH APPROVED 6" 5"x5" METAL FLASHING FLASHING UNDERLAYMENT (REFER TO w/TAR BETW, EN COVER SHEET) FLASHING A , SHINGLES PRE-ENGINEERED ROOF RUN KICKOUT FLASHING 6" TRUSSES AT 24 O.C. PAST EDGE OF ROOF ROOF PER PLAN C TYPICAL ROOF TO aka WALL FLASHING DETAIL PLAN VIEW #15-641' TYPICAL VALLEY THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAIL TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. x ro Cs- 0 Jona 0 J M 2.5 0 Y+ M, L Q 0 IL L. 00 jjjj�O Q a> �rn Oo h 00 ZN2v I� ROOF MATERIAL PER 18"x18" METAL ELEVATIONS WITH APPROVED 6" 5"x5" METAL FLASHING FLASHING UNDERLAYMENT (REFER TO w/TAR BETW, EN COVER SHEET) FLASHING A , SHINGLES PRE-ENGINEERED ROOF RUN KICKOUT FLASHING 6" TRUSSES AT 24 O.C. PAST EDGE OF ROOF ROOF PER PLAN C TYPICAL ROOF TO aka WALL FLASHING DETAIL PLAN VIEW #15-641' TYPICAL VALLEY THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAIL TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. i nvnvwrr. iaawa, v,.i.♦.v1.. } DUPLEX CONVENIENCE OUTLET OUTLET +14" COACH DUPLEX OUTLET ABOVE CO,NTER 01. P. WEATHERPROOF DUPLEX OUTLET — — — — — — — _ _ds ELEC. GF.I' LIGHT GROUND FAULT INTERRUPTER DUPLEX OUTLET � � � i � — N —ku t .PANEL 200 AMP A� � HALF -SWITCHED DUPLEX OUTLET I I OF WINp0U1S �'I J,� r-•--------- SPECIAL PURPOSE OUTLET I I a ' . \ / a / I �� I �I O � � I� I DUPLEX OUTLET IN FLOOR I I I \ PENDANT 220 VOLT OUTLET I I I (VERIFYI a VENT HOOP WALL SWITCH I LANAI LOCATION) ( TO EXTERIOR GF.I. 13 THREE-WAY SWITCH I ` I ;OSI AT 48" GARAGE I FOUR-WAY SWITCH I FAMILY ROOM \ Jt $ D DIMMER SWItcH DINING KITCHEN� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE I \ UP TO G.C. VERIFY IN -WALL PAN/ LIGHT !O RECE55ED INCANDESCENT LIGHT FIXTURE WIRE CHASE LUBE I � LIGHT FIXTURE WITH PULL CHAIN I \ / `YP.c. WALL MOUNT I I TRACK LIGHT I / AT 8'-8" At i W.P. 60" I / FLUORESCENT LIGHT FIXTURE G.F.I. APF1 M cM sa T . 4 EXHAUST PAN ;p, EXHAUST FAN/LIGHT COMBINATION v / / �D ELECTRIC DOOR OPERATOR (OPTIONAL) OFLNOOUTET IN NON -WET c❑H CHIMES (OPTOL) \ ' l PUSHBUTTON FOR I AREA o PUSHBGF PENDANT UTTON SWITCH (OPTIONAL) SD I I I .I. GD. OPENER I I _ ' L. © CARBON MONOXIDE DETECTOR / o L — _.. — — — - — _ so I FOR OPT. OU (VERIFY AT 48°" SMOKE DETECTOR OPT. / . I I �` LOCATION) GFl COACH G.C. VERIFY LOCATION FI I `O, \ I so SMOKE /CARBON MONO. COMBO DETECTOR PAN/LIGHT / AT 48" LIGHT FOR CEILING FANS \ TELEPHONE (OPTIONAL)PRE-WIRE � I M TELEVI5ION (OPTIONAL) I HORIZ. I tQ W.P. Q MAKE-UP I GF.I. THERMOSTAT </ \% <\ />R I LIGHT / ELECTRIC METER I I � ROUGH -IN 0 I MASTER SUITE I I I FOR OPT. I- - = ELECTRIC PANEL W.P. I I FAN/LIGHt ENTRY M. BATH 220 V.I \,- DISCONNECT SWITCH GF.L� I , I PW ,� SPEAKER (OPTIONAL) / ROUGH -IN FOR OPT, CEILING FAN I I I I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING PAN i NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 IGF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES At THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION( :.14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NtC, 2011406.12 AND 406.13 5. ALL 15A ANP 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GF.P 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.P.4.10, N.E.C. 2011, F.5.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A 1`0551L -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 POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. • JOB NUMBER I DEN • ISSUED A/C K w D15CONN. • JOB NUMBER 26002.021 • DEN • ISSUED 11-17-15 K w 01-26-16 (�.„ T 4 C7' c _jmN OUXMAR, FLORIDA 34677 -I 0 a.00) W W W.DAVISBEWS.COM TAMPA • IDENf V F_R. �1�e1 0)C ■. > > :J N ooLL • C0 W.P. . ll."Y I j I UTIL. z J - - - - - --- I 0 ZN d' HORIX HORIZ MAKE-UP DIRECT VENT DRYER MAKE-UP LIGHT THRU EXT. WALL LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARP -WIRED 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARED REFER TO FLOOR TYP. +14 AND 012 COPPER TO PLAN FOR NOTED MAIN DISC, INSIDE PANEL LIGHTS AND OUTLETS AMPS. REQUIRED 10 COPPER TO WATER HEATER UNDER3ROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROINp ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL CTRIS ER IAGRAM ELE RI AL RI D NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE. LOCAL CODES AND THE LOCAL POWER COMPANY. • JOB NUMBER 26002.021 • CAD FILE NAME • ISSUED 11-17-15 K w 01-26-16 (�.„ T 4 C7' c _jmN OUXMAR, FLORIDA 34677 813.925.1300 TEL 0 a.00) W W W.DAVISBEWS.COM TAMPA • IDENf V F_R. �1�e1 0)C ■. > > :J N ooLL • C0 0y1 c0 ll."Y z J O h 0 ZN d' • JOB NUMBER 26002.021 • CAD FILE NAME LOT 110 ISSUED 11-17-15 REVISED 01-26-16 DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENf V F_R. —� EST. 1994 -- DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENf V F_R. —� EST. 1994 -- 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET �— .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET I DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH I $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COM51NATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 0 CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) © CAR50N MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO, COM50 DETECTOR I Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT RE ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH (� SPEAKER (OPTIONAL) cU, ROUGH -IN FOR OPT. CEILING FAN V J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGE.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEV16ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY. CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE A,F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE *0 UTILITY ROOMS SHALL BE G,F.C.I. PROTECTED 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOW 151N FULL COMPLIANCE WITH N,F.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN. 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 5UILDI% WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LAEORATORY. JOB NUMBER 26002.021 CAD FILE NAME LOT 110 ISSUED 11-17-15 x m 01-26-16 813. 925.1800 FAX u� L■ '000 TAMPA • IDENVEPL EST. 1994R - 0 I�//�� VJ 0 . r� 0 to r„ L ` �aIL • 00 r 0 = O d -� O C J ' 4o0co ZNGlot JOB NUMBER 26002.021 CAD FILE NAME LOT 110 ISSUED 11-17-15 REVISED 01-26-16 813. 925.1800 FAX W W WJDAVISBEWS.COM TAMPA • IDENVEPL EST. 1994R - 2585 • TITLE • UPPER FLOOR ELECTRICAL PLAN • 'SHEET • DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OLDBMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WJDAVISBEWS.COM TAMPA • IDENVEPL EST. 1994R - 2585 • TITLE • UPPER FLOOR ELECTRICAL PLAN • 'SHEET • GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD LU SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF ITIS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, Q MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL SHEET SHEET "T'ITLE BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT 1. PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. Q 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 STRUCTURAL NOTES MINIMUM G50 ZINC COATING w THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE ❑ PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE w S3 DOWEL PLACEMENT PLAN CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. � 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES v z OF PRESSURE TREATED WOOD.S4 FIRST FLOOR FRAMING PLAN 0 CAST IN PLACE CONCRETE N I- 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES Z 0- S4.1 NOTES & CONNECTOR LEGEND o 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED. TO THEIR � AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT pU CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF FRAMING PLAN 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL = W CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN w TO UPLIFT FORCES. THNT NEED TO WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIEDEPLEASE COORDINATE WATH THE TRMEMBERS OF THESE WLLSDUSS ENGINEER FORE/� O THE 6 .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF, THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. SD 1 FOUNDATION DETAILS V 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN /� O REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE SD2 GENERAL DETAILS Z "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS n p 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD SD3 GENERAL DETAILS m W BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. S D4 GENERAL DETAILS ¢ Yp l 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 1 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS �6�� CENTER TO UPPER 1/3 OF THE SLAB.SD5 TWO STORY DETAILS oo°o°oo,00 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF �o °®o a0�... par f1_ Q BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY �- N 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SD6 TWO STORY DETAILS g, .e- 00p Cq 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: A _ �` -"�$ � - ® o FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr= 16 PSF ST1 STAIR DETAILS a ¢� Z HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) oG U 0 o, OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) °° moo. Q _j 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL =14 PSF (TRUSS OVERBUILD) UPDATES �a�"� 1 OF MECHANICALLY DEPOSITEDMINIMUM ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: = 5 PSF fie+ Q iE W ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. FLOOR DESIGN LIVE LOADS: /rpppAp �� , J A)FLOORS = 40 PSF M MASONRY WALL CONSTRUCTION B)BALCONIES =60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) NUMBER DATE DESCRIPTION F- U_ 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF 0 0 CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF CREATED ELEV. A, B, C AND ELEV A WITH BONUS, -j PSI (fm =1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 1 5/9/2014 WITH MASTER 2 AND WITH BONUS &MASTER 2 s 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 A)FLOORS = 15 PSF 0 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B)BALCONIES = 15 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY'TRUSSES W " COMPRESSIVE STRENGTH F P GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS w 1 . SIZE OF 3/8 AND A MINIMUM COM ESSIV S RENG O 3000 SI ADDITL BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS _ a '�/° 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS CREATED ELEV. C W/ BONUS TRUSSWAY I,pglllNT -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3 12/18/2014 . FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE TRUSSES O RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. U ! -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE . 0 6: VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK ❑ r- :4 TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT NOT REQ'D IF SHEATHING SPAN IS z ,:, ,_ „ ( 4 1/29/2015.. CREATED ELEV. BSTD - TRUSSV1fAY TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8 0 U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT . BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS@ 12 O.C. MAX & 4 ¢ C O FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 vi POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. - " " APP . 45° FROM VERT. TO EA. w O '4 TRUSS X BRACING. MIN 2x4 SYP #2 AT ANGLE APPROX. 5 1 /30/2015 OPTIONAL' BONUS ROOM V1// MASTER SUITE 2 FROM 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ 3 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN 10'-0" MAX AND , �- H O @ Q 0 MASTER PER BILL YOUNGMAN S REQUEST COURSE AND FOOTING TQ ,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 . / \ �,.m1 ,�ad'T4. �aat.JsUn',iylw' '.b 1HsaMK gtYOtltl.Y."q,r.9.IdYN 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI- 63 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. UPDATED ELEV ' A STD W/ TRSWAY TRUSSES U_ ANCHORS OR EPDXY,-,FASTENED STUDS SHALL BE USED. U O o r ¢ , 10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 I _ PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS ZO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS T ' 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING T 1 /H/2016 ADDED A/C CHASE TO CLQSI.,AT BEDROOM 3 AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR W ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO w O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE: POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND" "' W Z8 1/26/2016. ADDED ALTERNATE DEN OPT1lJN" EITHER RODpING OR'PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 �s V ° + CONSOLIDATION, BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN V?y _j ¢ O wt .� WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) � E; c DESIGN PRESSURES DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOODCONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS,AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE -PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED EFFECTIVE REGARDLESS OF SPECIES'U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED'1N ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO ' 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAM ETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE`OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON'DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 1'9%`OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE, 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUB. UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FQR,PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES; TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED. WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES... THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL VALUES AS FOLLOWS; -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS 1 11 BEAMS STUD CELLS PER PLAN. E = 1,800,000 Ib/int UcN; Q_E.= 2,000,000 Wine U.N.O. E = 1,500,000 Win U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb =3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2",' CONTACT EOR FOR REPAIRS. Ft = 1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 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 = - Fc j = 900 Fc j = 900 Fc j - 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2, STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. CEILING CONSTRUCTION TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1564 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 RESISTANT BOARD FOR 24" O.C. FRAMING` UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. ' Y/s' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE'l SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 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. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION` WIND SPEED (ULTIMATE) 139 mph p WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE ND WIND .(PSF) (+) VALUE DENOTES PRESSURE AREA FT) (-)VALUE DENOTES SUCTION AREA I`4 O5 10 (+) 21:2 (+) 21.2 - 22.9 - 28;3 (+) 20.2 (+) 20.2 20 (-) 22.0 (- 26.4 (+) 19.0 (+) 19.0 50 - 20.8 (-) 23.9 100(+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI 5 5 �✓ STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS ., COPYRIGHT MCD 2014: The Information contained In this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN OF WMR &ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN.,. OF WMR &ASSOCIATES, LLC is strictly prohibited. p p Y Y p NOTES: FOUNDATION W ROUND TOP; TROWEL 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE F— SMOOTH LAPPED MIN. 6" AND SEALED, 0 PRIME PIPE W/ RUSTZ, PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1AxW1.4 WELDED WIRE MESH INHIBITIVE PRIMER PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL AND FINISH PER (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR -� BUILDER DIRECTION EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM W 6" SCH. 40 STEEL PIPE ENDS) W/MIN, 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. p c FILLED W/ 2500 psi LAP SPLICES SHALL BE NO LESS THAN 25": (� CONCRETE W 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR SLAB PER PLAN RECESSING DOOR SILLS. z 2500 psi CONCRETE Q BASE FOR 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. o i•` ' c� EMBEDMENT Z IZ . ' 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE TREATED SUB -GRADE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 0 PER SPECIFICATIONS CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE p ,.: THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. 2 W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W COMMUNITY & COUNTY CODES. ❑ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z AF1 BOLLARD DETAIL INSTRUCTIONS. v -- - - -- S2 3/8"=1'-0" 9. NO WOOD STAKES PERMITTED IN FOUNDATION. m W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 0 DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO - DETERMINE STEP LOCATIONS IF REQUIRED ®��AB111(N® 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STE9L BENDS OJ rr 0 / AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR S RD �� ����� LLI CL p FOOTING STEP DOWN AND CORNER INFORMATION. O ��•® '`••••°°®• � �`' � N 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE �,i W o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHLU ® Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION �,y ""° _ y.� m U_ 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER r. -� COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS "�®' `"• 4 Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE , ` °••�® �•® '••. Q ❑ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL W °�e� Q J a CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO = ��+,` ', ' as^' -•J OJ FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN:LL 75'-0" SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, O COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS J „ DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). Q 9-8 65-4 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS = 44'-8" BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 ~ 9-0 2 STORY FOOTING PSF. 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO W 1� DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND MF08 MF01 MF02 FOOTING SIZES PENDING DEPTH OF STEMWALL, O' SD1 SD1 SD1 U �- Z I Q ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FOOTING SCHEDULE Q CO ® MF01 ____. MD01 bo 12"x12'"x12" dp w/ #5's EQUALLY SPACED EA. , l SD2 N 1 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. E SD1 l BARS & 3" MIN. COVER TO EDGE OF CONC. d IIIA t�u7 __________ - __ ___..__. Q NOTE: EXTEND FOOTING & RECESS _ - MF18 24"x24'"x12 dp w/ #5's EQUALLY SPACED EA. � I _ :.,- ,.. .,,:._ ,:,.".-,a.�. , -..,� , ,,:.: . �., '"`..,. '..w��, ,. "nom �, �,"�,,.,•w e UNDER POCKET SLIDER &ADD (1) p S2 „ 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5.W. f 20 8 O 1/8" / FT. C7 ADDITIONAL #5 REBAR. � I O �� ,� „ / � SPACED EA O BARS & 3" MIN. COVER TO EDGE Fi6 NC U- � �. 28 x28 x12 dp w #5's EQUALLYSAC O PITCH -,: < . Z MF05 1= 2.3 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5}'#'5 E":W:" "' Z O O I O BARS & 3" MIN. COVER TO EDGE OF'CONC: O O 3 1/2" THICK CONC. SLAB W/ 6X6 SD1 O - U_ W/1.4 XW/1.4 W.W.F. OVER 6 MIL - ao 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. v = „ �� rn� Q 0o I -4 FIN. FLR VAPOR BARRIER OVER / >_ 2.5 WAY MIN. 2 HORIZ. CLEARANCE /VEEN; MIN (5),#.S E.W. c%> O I COMPACTED FILL. I O O BARS & 3" MIN. COVER TO EDGE QF%;CONCs; �' 6 MF08 MF11 °p \' 3 6 ai 32"x32"x12" dp w/ #5's EQUALLY SPACED EA.. B 7 e SD1 O SD1 � I N I 2.6 WAY MIN. 2" HORIZ. CLEARANCE•BETWEEN MIN (6) # 5 E.W. W z " I BARS & 3 MIN. COVER TO EDGE OFCONC. I- 0'-0' FIN. FLR I MF13 0 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. ~' '� Zi j ' 7''• sD1 N O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. MF05 BARS & 3" MIN. COVER TO EDGE OF CONC. L.L _j g 9'-8" TWO STORYI- ®"n FOOTING 21'-4" T-10" 5'-11" '� SDI 42 x42 x12 dp w/ #5 s EQUALLY SPACED EA: 'N -' I 3.5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q zM BARS & 3 MIN. COVER TO EDGE QF:. NC ■ e 48 x48 x12 dp w/ #5's EQUALLY SPACED EA. O Z` C) g N - 4 WAY MIN. 2 ,HORIZ. CLEARANCE BET�EN MIN (8) # 5 E.W. O e: N b o BARS & 3 MIN. COVER TO EDG OF. C Z _..... _ O MF01 > "' 54"x54"x16",dp w/#5's EQUALLY SPA:CI EA ,, SD1 MF06 o MFW / M I 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN, MIN (9) # 5 E.W. Q (Ay ® SD1 M MF03 PITCH T BARS & 3" MIN. COVER TO EDGE OF CONC. O Q Q E 60"x60"x16' dp w/#5's EQUALLY SPACED EA. Q 9 ' SD1 I U Z, Z P N,:, 1'-3" SD1 5 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN`'' MIN (10) # 5 E.W. = z Q. E (' � 3 i SD 6 M 44" FIN. FLR ® BARS& 3 MIN. COVER TO EDGE OF CONC �; cV J W � Z �. $ z MF06 - MD01 00 S i IVIBOLS LE�`'D I- , � SD2 cv :O s , SD1 i�® ■ ® ■ e W i- 00 U_ MF01 12'-10" -_'_� I.... .... ._....._. 1T-4" SDI �F, ■ INDICATES'GROUT FILLED'CELLWITIW (1) VERT. #5 CONT FTG. LL1 a SDI = MF02 TO TIE BEAM ( 6'-8" O.C. MAX U.N.0) p W O M / � 23'-0" 1'-8" T " (- PITCH a INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U' N I = � TO TIE BEAM. Q T-6" MF01 -4" FIN. FLR Z I u _ SD1 0 INDICATES GROUT FILLED`CELL`"' WItH NO`REINFORCEMENT. p KM 00 �) _ W - o U) C SD1 A/C AD A/C PAD -4" FI . LR I PAVERS _ Z Q ■ ■ _ o .� Q z MF01 0 O 11 MF01 MF07 SD1 W z 2 p T SD1 SD1 0 o F' z s- o O F - Twp W zZO: J 52'-4" 10' r ,c ❑ �QW 2 STORY FOOTING 9'-0" 13'-8" 0 ' 10 10 75'-0" O 00 O s � N LL � m O0 _I Z p U O W DC 6 W z W �- O (D Q0=. 0 F- F- LU W " STRUCTURAL ENG: CFG / BAD (� DRAFTING: -STRUCT: JRH4,,.. Q QC CHECK:CC ,. JOB No. TM - 2151644 SAKI I- SJR O Z ---.. _------. - -- LU I p SCALE:AS INDICATED DATE; 02/1,2/2016 FOUNDATION PLAN41 , " 4 z. 9 1/4"=1 0" fi ' I LL An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING DESIGN,F WMR & A SOCIATES LLC is strictly prohibited. COPYRIGHT MCD 2014.., The Information contained n th document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOC ATES, C y p w p SU NG & 0 S y 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. J r. Z W 0 W W 'z O O N Z 0- o U W U) W W 0 O U C� Z J_ 5 m Uj W Ur F- 4v. J� cn 3fi81, W", Q LLCL W Z"I Z �j Z Q IZ—' Z Z' N: T E O ;.r F Q Z C4 4 3 W [z �. , Z 0 ` 01 40. o LL LU m u cr_ W°'!oaq�q�p r°gip O 2 Z J LL O, J 3: Q w ZJO J 0 W • W er7 n L ❑ '� f F _ C7 Z M .� O LU ?� Q A, � m U- 0 { 0-jZ Z F W W U �Q0 0 p Fa—MF- o � U) o- W ry .I I— U W Ur F- cn 3fi81, W", Q LLCL O Z"I Z �j Z Q IZ—' Z Z' N: T E O I- (% k Q a O'" W M LL C4 4 3 W [z �. , Z 0 ` 0 o LL LU (= u Z ❑ W u • e, Z Q Jf�f u • e, Z Q Z O 0 o u J d Z (� r 3: w ZJO J z W n L 0 0000 N � m O 0-jZ o F W W U �Q0 0 p Fa—MF- o � U) o- W ry STRUCTURAL ENG: CFG / BAD (� DRAFTING: ry H -STRUCT: JRH�r- - --- - J QC CHECK: CC',-"---,-.", C ---,w,JOB JOBNo. TM - 2151644 Z --- - W SCALE: AS INDICATED W DATE: 02/12/2016 ;P BEARING WOOD WALL SCHEDULE TAG STUD SPACINGTOP CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING ATTACH KING STUD TO HEADER w/(6) BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN SYP#2 BUILT UP STUD COLUMN BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. PLATE BW4 12 (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN 16d NAILS BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 16d NAILS BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf Mrd. PT. s 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4:, POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING ❑5 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. CONTACT E.O.R. BEARING 4. I F G WALL IS NOT CALLED OUT C 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8, Y2" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION O OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Op (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS SYP#2 POST (2)2x10 #2 SYP w/2' FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) NO PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4:, POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING ❑5 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE.U.N,O, ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. - 8. SEE DTL WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN B O (3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN O4x4 SYP#2 POST J O 6x6 SYP#2 POST OK 8x8 SYP#2 POST O3-1/2"x3-1/2" LVL COLUMN. M O 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. P O 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. O 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. O O H10A 1340 -STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR w/MIN. 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"x3" 12d 148" x 34' 1.6d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2.CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP 7 OR META16 w/O 1 Odx1 z 1NAILS B2x8 WITH 1/2" FLITCH w/(6)10d NAILS& (14)4"x24" F-11FRAME META20 w/(7) 10d x 12" NAILS TO CMU 1450 1450 ON MASONRY: SIMP. META16 2 META16 OR(2)META20 O TO POST: SIMP. HTS20 OR LSTA18 a (1)ply TRUSS (10)10d x 12 NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12 NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 ❑H10A 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 4 HTS20 w/(24)10d x 1z' NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d AT EXT LOCATIONS INCLUDE (3)12d TOENAILS PLATE NAILS & (18)4"x24" TAPCONS ❑5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 6 H2.5A w/(10)8d FRAME TO FRAME 535 600 ❑ MTS 12 w/(14)10d x 12' NAI FRAME TO FRAME 860 1000 AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/ 18O 16d MGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 2 1.75 x11.875 LVL 5" EMBEDMENT NAILS & (18)4'x23' TAPCONS 9 HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR WSIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7 EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5�� EMBEDMENT NAILS & (18)3'x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 1"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110.. 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 2 9 8pIf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 ❑ LTT20B w/(10) 10d NAILS & 8 " EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 ' 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7 EMBEDMENT 19 HTT4 w/(18) 16d x 2Z' NAILS w/$' EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT O HTS20 w/(24)1 30d x 11" NAILS 2 20 ❑ (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5,50/10 W/ (63) 16d NAILS GIRDER TO COL/ BEAM 9100 4095 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS I -- TO POST: SIMP. HTS20 OR LSTA1 8 LU O W ." TO BEAM: SIMP. HUC48 w/(14)16d NAILS Z (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS& (14)4"x24" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP, META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/ 18O 16d (10) 10d NAILS 63.5x11.875 2 1.75 x11.875 LVL T Y: O MASONRY: SIMP: HU410 R H 41 w/(10)10d 0 0 UC 0 NAILS & (18)4'x23' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)3'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75 x16 LVL " NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1,75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS@ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS I 1 1 1 1 1 1 1 1 1 ROOF NOTES: W 1. THE ROOF PLAN DEPICTED ISNOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS; WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX, UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. H Z 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS W AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS LU LU BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE d Z CONTINUOUS FROM FLOOR TO CEILING. o N... 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING Z a - ADDITIONAL LOADS: O W A) ALL CEILING HUNG SOFFITS AND SOFFITS- U WITH CABINETS AS SHOWN ON PLANS. B ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. W W 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. W 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT OU EDITION). SEE COVER SHEET NOTES FOR MORE INFO&STANDARD DETAILS IN THIS Z DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. - 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY m W TRUSSES Q 10, USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVI SPACE IS ABOVE THE GARAGE. LL A y dory L!J aM 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THlSLAYOUT BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJE 4�+a� .Q �, -04 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO, �"u;9 �� e= W ° � _ � CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOo P u;�Z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW„p "� aim Q „_ U AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE � ..,� `:, „°�,� �ry% J PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS��✓�1� Q ®® �� SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR®®���®®��+ "•gym _ TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS olv ��• < W -j O NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF = ®e'��\ F ®y.° _j_ CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS I-A�Af wow° U_ LAYOUTIS REVISED W/OUT WRITTEN APPROVAL FROM MCD.` O , J 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE Q ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. 2 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED U O AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. w w CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 4f THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE z �. w..w.' Z a , TRUSS MANUFACTURERS LAYOUT M 0, ti ---- STOP --- O AND CALL THE ENGINEER OF RECORD PRIOR TO Q``", PLACEMENT OF ANY TRLtS8f'8- W OL a NAILING SCHEDULE: U) _ Z O ROOFS: �5 ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND o- 12 O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG.DIME,NSION LU Lam. PERPENDICULAR TO SUPPORTS (TRUSSES), PROVIDE PLY CLIPS AT ALL O UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS,. U Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. V GABLE ENDS: F- C) U W' IO, •-,n ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED„(.1) ROW @ T. O.C. ❑ C4 ',N AT TOP PLATE AND (1) ROW AT BOTTOM. PLATE OF WALL, 6 O.C. ALL OTHER � Q.� � � EDGES AND 6 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. z 0, 0, -- _e W Z 1= O, Z Z _ w Z � z to k': _ l* EXTERIOR WALLS: O W Ji < lr SEE WF10/SD4 FOR MORE INFO. Q Q �� •r.• Z •� U � Z; to til NAILS: O W ® < z E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL' BE18.d,,RING SHANK NAILS:' " w U` cc 0 J; •v;� a ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING` OR SPIRAL SHANK, _ Q HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE _ L.LJ,;°� EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR ORE�ERV-ATIVELY ` F- o� TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, ? W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL w BE IN ACCORDANCE WITH ASTM A'153. �: > Z I -- a APA SHEATHING NOTE: LU O W ." 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED 02 Z - -• PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END U WITH (3) 10d TOENAILS. Q Z : 1 W v7 O a- 2 z a ° Q z 0 00 J Z (' W ZJ,0 oCO Q Q LLF � D Y W) .0 N O Cr J Co !- F-- O W z, LU U�� 0 � Q O = WFn Oh - 0 w STRUCTURAL ENG: CFG / BAD (� DRAFTING W-STRUCT: JRH - ---- QC^CHECK: K, #i 6 COPYRIGHT MCD 2014: The Information contained inthisdocument Is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC An use duplication, or transfer of these documents withoutthe expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC Is strictly prohibited. ...p p Y Y p p Y STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U'''.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q TO FOLLOW THE DETAILS INDICATED BELOW" 1— OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS LU SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS)LU OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) o Q N 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. z 0- _0 h_- V w W EXTERIOR FRAME WALL o SCHEDULE W (TAYLOR MORRISON) 0 WALLS WITH PLASTER OR STUCCO FINISHES z p WALL HEIGHT STUD &SPECIES SPACING SPACINGINTERIOR ZONE END ZONE 8,_0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX Q LJJ 91-0112x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O 9'-4" 2x4 SPF #1/#2 16" O.C. 16" O.C. MAX �: yr®gR�NIIII//e/o . w a LL 04 10'-0" 2x4 SPF #1/#2 16°' O.C. MAX Z.C. MAX c�e'a o EXTERIOR FRAME WALL NOTES �� a � z a O � , 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED 4 A SO TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FORqq� SO - REQUIRED STUD SPACING. 0669w Q* . °°�� � -j 4 F SD5 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS I-®� SD5 & NAILING PATTERN.' O o 0 0 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 'S�p� °00 0 o o o NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF Q H2x12 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN Imo- 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR � U' j`. REVIEW OF EXTERIOR STUDS U) J08 J08 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE Jf?4 MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS a � STRAPS � 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 0 •�'`�;�, � REQ'D J09 =III J09 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO U r S06 III FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. Z 4 a I, SD5 _...---- _. a J1 p J 10 aS a. III ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B W �? III E J 11 o J 11 Q � REQ DPS III J11 I r a ` J11 J11 O _._ Sob III z r SD5 o/ O_ A F J 10 _ _...._. , ti. V01 ,O a J09 w J12 U �, J08 r J08 U ` 04 vol ; w J13 0 �` �pk3nos J09 A o ti� Q �... -� o cn `J 4 V/111 1., T7 N J11 _ IIIx o Z z®14C G �H �� z J10 = z III a �c� I rt O W �, it w � Vi; j a _ � U- _ J10 — J10 LU � III N Z d III a L III � Jo9 ry , J09 = p w ; O U (n �,. J08 H2x6 _. _: H2x6 J08 U = z p : 1 Co 00 00 00 4) O r' N M M M M co M co co N r O � O O co O 0 O O r O O O O O O r r r r r a-• r r r r r r �-- O ago � o O Q � �, A A 4 4 B SO z Q 0 SD5 SO O z SD5 O o �t z Z O0 � .Q L z W o � W)O = 0000 _ Ln r C4 m o 0 -•� Z Z U X00 O LU O p - W STRUCTURAL ENG: CFG / BAD U DRAFTING: -STRUCT: J R H QC CHECK: CC,, SAv��.��4' a ...... F- JOB No. TM - 2151644 FRAMING PLAN ��� .' ZROOF_ _ f1l 1 a. -. W SCALE: AS INDICATED 1�4"='µOn w DATE: - 02/12/2016 X16-641 2 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 84,.2 F MR & ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC is strict) prohibited. COPYRIGHT MCD 2014: The Information contained In thls�document Is copyrighted and Is the exclusive property of MONTH CONSULTING & DESIGN, O W y p p Y p 4 W r X ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH ! Ja NO -SHEAR WALL 14 ll ° ' TYPICAL SHEAR WA "U" METAL #3 ° 4Afl / 711 PRECAST LINTEL LOAD TABLE •O.. 4 GENERAL CONCRETE LINTEL SCHEDULE d n #4 d 5 5/8 91/2 °, 3 55/8 121/2, ° #5 31/8 CONTRACTOR TO AT CORNERS PRECAST LATH OR 7 151/2 30 #6 33/4 81/16 14 30 .' 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 21 3/4 42 VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE #3=2/z CASTE -CRETE, QUALITY, AND LOTTS H OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO Lij STANDARD LINTELS ' PROPER TRUSS/ OTHER BARS INTO REBAR IS BE,FILLED. TYPICAL TRUSS ANCHOR PER PLAN STANDARD LIN'T'EL NOTES ° 0 •° '\,� O4 P #6_ 3" -STRUC DRAFTING: _CFG :-.. CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1 B / 8F24-oB 32-O 8F32-1 B / 8FB FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET METAL & 0 ° °° \ , ° ° #7 = 3 Y2, .., j~ STRUCT: JRH il 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. BEARING (MIN 3") LINTEL, #5 TO BE `. PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS QC CHECK: c,. AA V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 JOB No. TM - 2151644 HOOKED INTO '. PROHIBITED) 10" HOOK R NOT REQUIRED TO BE FILLED .... ...... - LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK - <c LU AS INDICATED LU 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 /10000 ''• 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV: MASONRY OPENINGS. U.N.O. Q rADO8 REBAR SPLICE DETAIL SIDE VERTICALS SCALE: 3/4.. = 1'-3, STANDARD 90 DEGREE HOOK P MCD 2014: Th Information contained in this document Is copyrighted and Is theexclusive ro rt of M NTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC COPYRIGHT C e oproperty y 0 An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC Is strict) prohibited. y p p y 21-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3 DLI TE S TO H STANDARD LINTELS TO AVE MIN. 4 FARING E END ALL RECESSED AL H I B A LINTELS AVE MIN Z - 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 44 •. .° . ° q G a - • d 'Q° 8" BE EA E BEARING ND w q . nV TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 °-4 , q�wLL e - w/ 3000 psi CONC. w/ 1 #5 DIA. BLOCK FI p O 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN W 4'-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249 ° ° � REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 4 -6 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 4' ° 14 . °. a ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. V Z Q 51-2" 570 1232/1232 3480/2580 8360/3586 8825 / 4592 6'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 "' ° a d ° : °'° ° . °q . ° ° I 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N �_ F- 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 4 .a a a N a CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS Z a �ql ll I d �a le z w ADEQUATE FOR THE LOADS. O 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 q" ° 2 r) 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 1- U 9 -2 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 ° qa ° SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W 10'-811 277 492/352 1254/1132 2193/1567 3552/2003 J ° °° .. q WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 2 wROUGH 11'-2" 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 20030 OPENING PER PLAN `I' q '*- =°' - 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTELLO 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 w ° '. " STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS w p 12'-8"-0 369/261 1002/984 1697 / 1361 2630 / 1738 0- q .°" a O I- ° I c� a ° . I °. #5 DIA. REBAR 13 4 0 328 / 0 1234 / 0 1779 7 0 2662 / 0 W r X 14'-011 0 292/0 1160/0 1660/0 2439/0 O 16'-0" 0 284/0 950/0 1379/0 1997/0 p 181-011 0 211/0 _ 750 / 0 1177 / 0 16767 0 MATERIALS _j . z 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 ° •' '' 1, fC PRECAST LINTELS = 3500 PSL CO W ° 20'-0" 0 180/0 598/0 1024/0 1441 / 0 Q 2. fc PRESTRESSED LINTELS = 6000 psi. p ° aA IL 20'-8" 0 145/0 550/0 981/0 1376/0 3 GROUTED PER ASTM C476 f = 3000si W/ MAXIMUM 3/8" AGGREGATE AND 011"S LUMP ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH ! Ja NO -SHEAR WALL 14 ll ° ' TYPICAL SHEAR WA L SEGMENT °d' #3 ° 4Afl / 711 4 •O.. 4 91 /4 d n #4 d 5 5/8 91/2 °, 3 55/8 121/2, ° #5 31/8 7 113/4 25 4 A 7 14'-011 0 292/0 1160/0 1660/0 2439/0 O 16'-0" 0 284/0 950/0 1379/0 1997/0 p 181-011 0 211/0 _ 750 / 0 1177 / 0 16767 0 MATERIALS _j . z 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 ° •' '' 1, fC PRECAST LINTELS = 3500 PSL CO W ° 20'-0" 0 180/0 598/0 1024/0 1441 / 0 Q 2. fc PRESTRESSED LINTELS = 6000 psi. p ° aA IL 20'-8" 0 145/0 550/0 981/0 1376/0 3 GROUTED PER ASTM C476 f = 3000si W/ MAXIMUM 3/8" AGGREGATE AND 011"S LUMP 811x8"x16"CMU U.N.O. 22'-8" 0 110/0 450/0 824 / 0 1147 / 0 9 3000n Si LINTELS-FILLED 4. CONCRETE MASONRY UNITS (CMU)PER ASTM C90 W/ MINIMUM NET AREA COMPR VE STRENGTH = 1900 PSI. ��®®� a rd , INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-OB 8R22-1B/8R22-OB p'' A•• ^�` a BEAM w/ 1 #5 BAR W/ 3000 psi CONC. SEE 1694 / 1694 725 / 328 4 9 / 421 5: REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ,�ti®d•°� •`"•gym`' <, - cv O 24 3 0 5 9 5 - d'.: ®y MD08/S5 FOR LAP INFO.AD 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. a .•�� „s, w +�:. a� - ° I PROVIDE CLEAN OUT OPENING @GROUT T-0" 1230 / 1230 2769 / 2769 4085 / 4085 :,� � V c Z Z ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH ! ° . NO -SHEAR WALL T OPENING ll ° ' TYPICAL SHEAR WA L SEGMENT °d' #3 1"7/8 4Afl / 711 15 •O.. 4 91 /4 d #4 811x8"x16"CMU U.N.O. 22'-8" 0 110/0 450/0 824 / 0 1147 / 0 9 3000n Si LINTELS-FILLED 4. CONCRETE MASONRY UNITS (CMU)PER ASTM C90 W/ MINIMUM NET AREA COMPR VE STRENGTH = 1900 PSI. ��®®� a rd , INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-OB 8R22-1B/8R22-OB p'' A•• ^�` a BEAM w/ 1 #5 BAR W/ 3000 psi CONC. SEE 1694 / 1694 725 / 328 4 9 / 421 5: REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ,�ti®d•°� •`"•gym`' <, - cv O 24 3 0 5 9 5 - d'.: ®y MD08/S5 FOR LAP INFO.AD 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. a .•�� „s, w +�:. a� - ° I PROVIDE CLEAN OUT OPENING @GROUT T-0" 1230 / 1230 2769 / 2769 4085 / 4085 :,� � V c Z Z FILLED CELL AND REBAR (TYP). MORTAR T-4 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE Q JOINTS SHOULD NOT BE CUT 4141 846/833 2121/1716 3127/2839 U 5'-4" 664 / 572 1761 /1761 2595 / 2595 LINTEL F =FILLED WITH GROUT / a®a . `' '^A, �®®ham SEE FOUNDATION FOR FOOTING 61.4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED •„a®4'y: * o Y� �► Q, �, Q T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ " ' .®°�� p 8'-4" 415/235 1152/1152 1694/ 1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY®®� ��a�w. LL D06 TYPICAL MASONRY CONSTRUCTION 8F16-1B/1T O 1 FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8F8-1 B/1 T �� QUANTITY OF #5 REBAR AT TOP -1 SCALE: 3/4" = 1'-0" ) Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B%1T NOMINAL HEIGHT = 0NOMINAL WIDTH 8F16-16/17 TYPE DESIGNATION W • O 8RF14-0B/1T 8F16-0B/1T 1-1/2 CLEAR O O 8F20-1B/1T J .. o Z C? „ .' z O" 8F20-0B/1T #5 REBAR AT TOP MIN. (1) REQ'D M O 8F20 0 Q Z C.M.U. 0 8RF22-1B/1Tg ° GROUT 'ktf z #5 REBAR AT BOTTOM OF LINTEL Q u .,:. <.w7uE/.�..sdw::9,i,WAHY �Ya'Rfl%^elh:, i r .wan rosr. �•.wwxnrx 8F2 T co .*w,,.._, , U ��+ " L ------* BbrT,6M�REIINFORCINGPROVIDED O SEE PLAN FOR TOP OF WALL AND LINTEL INFO O 8RF22-0B/1T ......., ` ' 7-5/8" ACTUAL IN LINTEL (VARIES). � , ...: ...'•t 1, .A ., ., .. „ :. . " z M 8 NOMINAL WIDTH , .. . ,. ,. .: a a. .. ... .. .. ... 4. ,.. .,. , ... .., .... .. .. , :r F24 OB/1 T 1 O ... .. • .' �• • '.: . '•:.. .' ''.. . '.. 11 " FILLED v/ ,. N0 . ,.: • 81-4 61 4 8RF30 1B/1T • ..' .:•.... LINTEL PER PLAN . ?. .. ', 0 8F32-1B/1T = W 8RF30-0B/1T 2 TRANSOM OPENING =:. ", � w #5 -REBAR AT TOP MIN. (1) REQ'D O r U S 8F32 -OB/1T U U FRAME INFILL AROUND 8F32 Q C.M.U.;, 0n ;. WINDOW BY BUILDER .':•.: SEE FOUNDATION p T 8F38-1B/1T °�° � ,: �j w' 7�$�� ;.,R. SEE WF01/SD2 FOR PLAN FOR FILLED CELL O = `? 0 p 0' N `' • • M r► O � co D MIN. 28" ,z r Q Kill) .. MORE INFO co Qwr do INFO. MIN. 1 IS REQ D a, _ �u 8F12 -1B/1T R 1 FOR IN .� 0 .— 1 3 ; ON EITHER SIDE U.N.O. P 1 (� '-`,� r' v 8F40 -0B/1T 'I`- BQTT.,O. N: C G PROVIDED ' O 7-5/8" ACTUAL IN LINTEL VARIES N DED � � Z• O � �40 • v • • '.• a 4'. .�.. 11 _ (VARIES) Z Jr Q ;� r\ O 8F8-OB/1T 8 NOMINAL WIDTH O r (2) 2X8 WOOD HEADER L ;:.. 0 UNFILLED �,I" _ v Z Qfa'�'.�; E . .. TURNED SIDEWAYS. 0 W O: . ' :• ::. FIRST PLY 2X8 TO. .. ... SAFE LOAD TABLE NOTA . , �:, ; ' _ •�;4 f MASONRY WALL W/ a F. DOOR OPENING •: SIMPSON HUS26 HANGERE 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Ll.l Z ' - ,... , @ EA. END. W/ (6) 3/16"Ox n LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALLO 1, \'V �� '. 11. • .d : : •„Iy.ri',rh�k4,9:0dlNMNYA:.:::.41„ t, ' ii' V•A:. :.:,.: rn ..;. � �. � ' '' 1-3/4 TAPCONS INTO D o RECESSED LINTELS BASED ON 4 NOMINAL BEARING. w MASONRY & (4) 10d X 1 O '� 2. 0 = NOT RATED. U z H 1/2" NAILS INTO HEADER. D F F 3. SAFE LOADS ARE TOTAL•SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. <' .W 2ND PLY TO 1ST PLY W/ O O O � LLl , 10d STAGGERED @ 6" O.C. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O = , " 5. ADDITIONAL LATERAL LOAD, CAPACITY CAN BE OBTAINED BY THE DE,SIG 1, ,R,BY,PROVIDING U 64 I 32.8f, O --7I` ADDIONAL REINFORCED, MASONRY ABOVE THE PRECAST LINTEL.! 7'-4" 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. Z 4DO' LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" 7. THE DESIGNER MAY EVALUATE UATE CONCENTRATED LOADS FROM THE,SAFE•.L OAD'TABLES BY W L w CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF (0 SUPPORT. .1,i I'll H;y:, , �, ..r:,,.., w REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH ! r O 18it '4 "D11 ll /4 B licitit °d' #3 1"7/8 4Afl / 711 15 •O.. 4 91 /4 a #4 21/2 5 5/8 91/2 20 3 55/8 121/2, 24 #5 31/8 7 113/4 25 4 A 7 151/2 30 #6 33/4 81/16 14 30 .' 81/16 FILLED CELL AND REBAR (TYP). MORTAR T-4 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE Q JOINTS SHOULD NOT BE CUT 4141 846/833 2121/1716 3127/2839 U 5'-4" 664 / 572 1761 /1761 2595 / 2595 LINTEL F =FILLED WITH GROUT / a®a . `' '^A, �®®ham SEE FOUNDATION FOR FOOTING 61.4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED •„a®4'y: * o Y� �► Q, �, Q T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ " ' .®°�� p 8'-4" 415/235 1152/1152 1694/ 1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY®®� ��a�w. LL D06 TYPICAL MASONRY CONSTRUCTION 8F16-1B/1T O 1 FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8F8-1 B/1 T �� QUANTITY OF #5 REBAR AT TOP -1 SCALE: 3/4" = 1'-0" ) Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B%1T NOMINAL HEIGHT = 0NOMINAL WIDTH 8F16-16/17 TYPE DESIGNATION W • O 8RF14-0B/1T 8F16-0B/1T 1-1/2 CLEAR O O 8F20-1B/1T J .. o Z C? „ .' z O" 8F20-0B/1T #5 REBAR AT TOP MIN. (1) REQ'D M O 8F20 0 Q Z C.M.U. 0 8RF22-1B/1Tg ° GROUT 'ktf z #5 REBAR AT BOTTOM OF LINTEL Q u .,:. <.w7uE/.�..sdw::9,i,WAHY �Ya'Rfl%^elh:, i r .wan rosr. �•.wwxnrx 8F2 T co .*w,,.._, , U ��+ " L ------* BbrT,6M�REIINFORCINGPROVIDED O SEE PLAN FOR TOP OF WALL AND LINTEL INFO O 8RF22-0B/1T ......., ` ' 7-5/8" ACTUAL IN LINTEL (VARIES). � , ...: ...'•t 1, .A ., ., .. „ :. . " z M 8 NOMINAL WIDTH , .. . ,. ,. .: a a. .. ... .. .. ... 4. ,.. .,. , ... .., .... .. .. , :r F24 OB/1 T 1 O ... .. • .' �• • '.: . '•:.. .' ''.. . '.. 11 " FILLED v/ ,. N0 . ,.: • 81-4 61 4 8RF30 1B/1T • ..' .:•.... LINTEL PER PLAN . ?. .. ', 0 8F32-1B/1T = W 8RF30-0B/1T 2 TRANSOM OPENING =:. ", � w #5 -REBAR AT TOP MIN. (1) REQ'D O r U S 8F32 -OB/1T U U FRAME INFILL AROUND 8F32 Q C.M.U.;, 0n ;. WINDOW BY BUILDER .':•.: SEE FOUNDATION p T 8F38-1B/1T °�° � ,: �j w' 7�$�� ;.,R. SEE WF01/SD2 FOR PLAN FOR FILLED CELL O = `? 0 p 0' N `' • • M r► O � co D MIN. 28" ,z r Q Kill) .. MORE INFO co Qwr do INFO. MIN. 1 IS REQ D a, _ �u 8F12 -1B/1T R 1 FOR IN .� 0 .— 1 3 ; ON EITHER SIDE U.N.O. P 1 (� '-`,� r' v 8F40 -0B/1T 'I`- BQTT.,O. N: C G PROVIDED ' O 7-5/8" ACTUAL IN LINTEL VARIES N DED � � Z• O � �40 • v • • '.• a 4'. .�.. 11 _ (VARIES) Z Jr Q ;� r\ O 8F8-OB/1T 8 NOMINAL WIDTH O r (2) 2X8 WOOD HEADER L ;:.. 0 UNFILLED �,I" _ v Z Qfa'�'.�; E . .. TURNED SIDEWAYS. 0 W O: . ' :• ::. FIRST PLY 2X8 TO. .. ... SAFE LOAD TABLE NOTA . , �:, ; ' _ •�;4 f MASONRY WALL W/ a F. DOOR OPENING •: SIMPSON HUS26 HANGERE 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Ll.l Z ' - ,... , @ EA. END. W/ (6) 3/16"Ox n LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALLO 1, \'V �� '. 11. • .d : : •„Iy.ri',rh�k4,9:0dlNMNYA:.:::.41„ t, ' ii' V•A:. :.:,.: rn ..;. � �. � ' '' 1-3/4 TAPCONS INTO D o RECESSED LINTELS BASED ON 4 NOMINAL BEARING. w MASONRY & (4) 10d X 1 O '� 2. 0 = NOT RATED. U z H 1/2" NAILS INTO HEADER. D F F 3. SAFE LOADS ARE TOTAL•SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. <' .W 2ND PLY TO 1ST PLY W/ O O O � LLl , 10d STAGGERED @ 6" O.C. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O = , " 5. ADDITIONAL LATERAL LOAD, CAPACITY CAN BE OBTAINED BY THE DE,SIG 1, ,R,BY,PROVIDING U 64 I 32.8f, O --7I` ADDIONAL REINFORCED, MASONRY ABOVE THE PRECAST LINTEL.! 7'-4" 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. Z 4DO' LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" 7. THE DESIGNER MAY EVALUATE UATE CONCENTRATED LOADS FROM THE,SAFE•.L OAD'TABLES BY W L w CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF (0 SUPPORT. .1,i I'll H;y:, , �, ..r:,,.., w 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 r O 18it '4 "D11 ll /4 B licitit 11 "8 #3 1"7/8 4Afl / 711 15 21/4 4 91 /4 #4 21/2 5 5/8 91/2 20 3 55/8 121/2, 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 21 3/4 42 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN:, USE SAFE LOAD FROM NEXTLOWER HGT. � 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. ,,. > ., :t.. ,. O Z Q r O _i Q Z 1/8'= 1'-0" O o Z .° o Uj U J Q O 'S Z � Z O J U a a,' ao z p Y ° . LINTEL PLAN0 00 in OL W O _i 1/8'= 1'-0" 00 Z .° o Uj U J Q O � a ao ° . W O P <'. #3=2/z L °. Lij #5 = 2 Y2 ' ' TURAL ENG BAD ° •° '\,� O4 P #6_ 3" -STRUC DRAFTING: _CFG :-.. 4 • "° . W e: ° `.°°' ° °, 0 ° °° \ , ° ° #7 = 3 Y2, .., j~ STRUCT: JRH il QC CHECK: c,. AA d a r ;; H JOB No. TM - 2151644 -, R Z .... ...... - LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK <c LU AS INDICATED LU DATE: Q2/12/2016 #1'641 rADO8 REBAR SPLICE DETAIL S5 SCALE: 3/4.. = 1'-3, P MCD 2014: Th Information contained in this document Is copyrighted and Is theexclusive ro rt of M NTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC COPYRIGHT C e oproperty y 0 An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC Is strict) prohibited. y p p y TIE BEAM SPLICE TO a I I It BEAM SPLICt I U a 01/2" J-bULI W/ MIN. 6" SU GYP FINISH IS PLAN AND BEARING PLAN AND BEARING BE MIN. 25" GROUT BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CE! -L SOLID TCELL SOLID REQ'D MIN 4" BELOW MASONRY WALL — MASONRY WALLw CONC. SLAB PER (1) #5 CONT, w/ 1-1/2" SEE PLAN SEE PLAN �I. >FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PERI ¢ .._.._ 2 1/4" FOUNDATION PLAN N, CONC. SLAB PER z CONCRETE SLAB PER I CONCRETE SLAB PER UJI z CONCRETE SLAB PER w FOUNDATION PLAN w FOUNDATION PLAN �° FOUNDATION PLAN ¢ 4 g FOUNDATION PLAN � Z 2x PT SILL PLATE 2x P.T. SILL PLATE 0 r > a a3 Wg w VARIES °�:, w - a ° SEE PLAN • ° ' ). w Co a tl q a . ; . , ' ° • I 4 4 ° ° e d - a d• °° ° - d c 4 a °' ° a' a d d •- I� d. At Z A d' 00 __ • d . ° .1' e ' W (/� .. • —_ GRADE I z —_—_ I htIo_I I Ie a . q ... •9� tl GRADEI oi z— i_¢n w q_45o e' C_ Dd A _ ( ZII I_ —11 — °zI W> w eq $ ° a I =1� 00 U)o =1 I=1 - IlL .L/.. co (2) #5 BARS CONT. I = _ (2) #5 BARS CONT. '' i—I — — 16 w I I— I CLEAN COMPACTED $ 8 'n W/ 3" COVER TYP.—I I ._- 4 3 COVER CLEAN COMPACTED W/ 3 COVER TYP. 3' COVER FILL @ 95% STANDARD CLEAN COMPACTED > w II CLEAN COMPACTED CLEAN COMPACTED 0 (2) #5 BARS CONT. w/ 3 (2) #5 BARS CONT. w/ 3" 0 FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD U 8" 8" FILL @ 95% STANDARD FILL 95% STANDARD O JCOVER TYP.; AT COVER TYP.; AT V-4' DENSITY 1 -4 DENSITY II "' DENSITY DENSITY U (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY GOND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO z WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL@ 95% STANDARD BE 20" WIDE BE 20" WIDE _ J , SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE V-4' WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY m BE 20" WIDE LL1 M PALI., TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARIL `f� arm w -4' 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0 3/4`_1'_0" �a"8 w _ N OPT. MASONRY CURB •L �e ;, w o kks _TOC.1 — VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D Z L- Q Z CONT. BAR • ®.� U_ STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS LU SLOPED GROUT TO U ° '� r J DRAIN a R % 1tyee� d MASONRY WALL °�®Gees••"®� ¢ - OPTIONAL CURB BY ° dp M SEE PLAN � c, ° O BUILDER MIN. 24" BEFORE °� d W LJ CONC. SLAB PER ANOTHER STEP CONC. SLAB PER ' 1 #5 FROM FTG. TO Z FOUNDATION PLAN S x12" THICKENED d a .'�. e a ° ' d' +. SLOPE FOUNDATION PLAN (I) O CONC. SLAB PER SLAB w/ (1) #5 CONT. � � ° � . � �. TIE BEAM MIN. 25 J ° #5 CONT. PER MFG. SPLICE GROUT CELL --a 8 FOUNDATION PLAN w/ 3" COVER TYP. a '�e Wof I ° E PLANS o_ .A: ... r:, a , ' 4 . .° � � d REINFORCEMENT SE `:a� Q .. ° e° d a SOLID PER . , .. GRADE W n d .90 ,� FOUNDATION PLAN H �d \ ° °e . e. °d _ ° A. FOR QUANTITY e fn .. d , e 44 4 ea ' . �'�u� � �:+� W °dam �,�t�'� (n —I I_I I_I I--� h r "" >, ° THRESHOLD PER MFG °a w i d . — - �' 5 x 25" x 25" CORNER d e eC . ".. # i I ¢� 4 °, . — BAR, ONE FOR EA. - r 4 I—I I—III—I — _ 111` d ° a ° II W —= _ a4 —I I I — — '. ':. '. '4" ..q _4. •°. P•°' a I - I I ai .— —I•.., 1 1 . I I 1 — I —1 I I—I I IE_ (I—I I ( I I - 1 �- ° — —� a.. HORIZONTAL CONC. SLAB PER U — — o a — — — O e� -- 1 w IL-1 I; __ J-1 11-1 I— U q ° EBAR, T P. U.N.O. FOUNDATION PLAN I I — _ — — _ _ — op ° ' I_I I I—I I L—III=1 1=I � W ,— —_ Z , _._. a. °. — r .r w.w! . a .—.—. : a . d • ! - -I — I I I— 4 moo' - I-1 — 1 ¢,? w.�"�'.:'. �. sw. I ,�.�.� !• �.� �a�•� .:..°' C7 — I 1 11111 1 °� — ° J —I I 1=III-111 III— I ;_ .. a de (2) #5 BARS CONT. I, -- - ri d w -.4 SLOPE W/ 3 COVER TYP.; @ 1 -4 >O I -I I`— —I, — (2) #5 CONT. w/ 3" "'' .d 2 -STORY CONDITION C?� 1'-4" — v (2) #5 CONT. w/ 3'� I__— I — 16 MIN. — _COVER TYP. PER MFG `. ' (3) #5 BARS w/ 20 �- „ : • 2 #5 BARS CONT. _ LOP EXT. RFACE I SLOPE X SU U O Q „ COVER TYP.' III III III 1 I I — (2) #5 BENT BARS w/ II WIDE FOOTING W/ 3 COVER TYP: MIN. 25" LAP SPLICE OR GRADE 1/4 PER CLEAN COMPACTED U 4.+* ," I, I CLEAN COMPACTED FOOT AWAY FROMo IL" WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING FILL @ 95% STANDARD ° ES DENSITY SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT Z FILLER .., O I F0 FOOTING @ SHOWER AT MASONRY "FOTHICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL AF1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR'BEARING WITH'CMU o 3/4"=1'-0" 3/4"=V-0" 3/4"=1'-0 3/4"=V-0'' 3/4"=1'-0" 3/4"=1'-0" �; ul ry Z FILLED CELL PER PLAN WOOD POST PER PLAN U FOR SIZE AND BASE„ . (, Sum is 411 CONNECTION .. ,,� ,�.� a �, LlJ C1, , � TOP COURSE TO BE GARAGE CHAIR BLOCKS. -j ENTIRE BASE TO BE O FILLED SOLID >, ., z I— TOP VIEW CORNER �-- SEE ELEVATION (!� Q CMU BASE w/ (1) #5 U O Z CONC. SLAB PER O=, GARAGE WALL VERTICAL @ EACH Q FOUNDATION PLAN wr Mr _._.-- - - -- -- — CLEAN COMPACTED -4: tl L sb. 4 ... -.... ». _. _... ... Z FILL @ 95% STANDARD _ _ 8. . '.d d' a DENSITY K, — „ 8” x 8" THICKENED -III, e ° d A" Ld_� • OVER TYP. �' g LLJ 3 C CLEAN COMPACTED 4 a .. EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD . d O DENSITY a THICKENED EDGE @ GARAGE DOOR /6F'lE FOOTING @ ENTRY MASONRY COLUMN NOT USED CONC. SLAB PER - FOUNDATION PLAN 3/4"=1'-0" 3/4"=1'-0" O Z 0 O 11 TOP (2) #5 x 4'-011 Zr CENTERED AT PIPE PVC OR SCH40 SLEEVE 3 Z �-- PENETRATION w „n Z_ 0 q a TOP (2) #5 x 41_0 Uj 8" CMU -� _ .1 PVC OR SCH40 SLEEVE .. �� � Q — a d _.__ _._ Z � 0 _ _ — — ¢ FINISH PER ELEV. CENTERED AT PIPE I I_=� _ a _ .._.—�w I w..:.... 0 1 8" C.M.U. FINISH PER PENETRATION I (—I III—�Lo FINISH FLOOR ELEV. N m z--- •4. a FINISH FLOOR 00 _ �— I-1-0 .. PENETRATING --It Q Il-_ 0 W ��...�..,. PIPE 'GRADE PENETRATING PIPE — I I=III= — _ - , • ,. I =1 I ...._ SEE FDN.I� Z W 0 _ a. v d •v _..__I I ...PLAN FOR - w O H H a v .._._... .. — — SIZE &REINF. p . •' a . '' LOOP TLE (TYP) O s_......__ PIPE PERPENDICULAR TO FND CORE. 'LR.BEYOND PLAN FOR BASE SIZE . ° , _ LLJ '• Z PVC SLEEVE MIN. _ — — I = — T -- _ FOOTING PER PLAN z -- =1 I CENTERED AT PIPE �—I � _` = I I I '; , STRUCTURAL ENG: CFG / BAD — — � — =...- PVC OR SCH40 SLEEVE DIAMETER TO BE 2 -III—III—III- g I ---I I I I III—___.— I I PENETRATION F - U Z PIPE SIZES LARGER CLEAN COMPACTED � I I—I I—I - (I- FOOTING PER PLAN -I I J Q DRIVEWAY BY SEE FOUNDATION FORtW QC CHECK:.(,.::, L_ _ _ —I — (1 &REINF H 2' e BUILDER- CONCRETE PAD SIZE °' L U, J , OR PAVERS . a e W Z Q LU O CONC. SLAB OR PAVERS PER PLAN > IW 0 p LL� e °° d e,I .' U ° U _._.-- - - -- -- — CLEAN COMPACTED -4: tl L sb. 4 ... -.... ». _. _... ... Z FILL @ 95% STANDARD _ _ 8. . '.d d' a DENSITY K, — „ 8” x 8" THICKENED -III, e ° d A" Ld_� • OVER TYP. �' g LLJ 3 C CLEAN COMPACTED 4 a .. EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD . d O DENSITY a THICKENED EDGE @ GARAGE DOOR /6F'lE FOOTING @ ENTRY MASONRY COLUMN NOT USED CONC. SLAB PER - FOUNDATION PLAN 3/4"=1'-0" 3/4"=1'-0" O Z 0 O 11 TOP (2) #5 x 4'-011 Zr CENTERED AT PIPE PVC OR SCH40 SLEEVE 3 Z �-- PENETRATION w „n Z_ 0 q a TOP (2) #5 x 41_0 Uj 8" CMU -� _ .1 PVC OR SCH40 SLEEVE .. �� � Q — a d _.__ _._ Z � 0 _ _ — — ¢ FINISH PER ELEV. CENTERED AT PIPE I I_=� _ a _ .._.—�w I w..:.... 0 1 8" C.M.U. FINISH PER PENETRATION I (—I III—�Lo FINISH FLOOR ELEV. N m z--- •4. a FINISH FLOOR 00 _ �— I-1-0 .. PENETRATING --It Q Il-_ 0 W ��...�..,. PIPE 'GRADE PENETRATING PIPE — I I=III= — _ - , • ,. I =1 I ...._ SEE FDN.I� Z W 0 _ a. v d •v _..__I I ...PLAN FOR - w O H H a v .._._... .. — — SIZE &REINF. p . •' a . '' LOOP TLE (TYP) O s_......__ PIPE PERPENDICULAR TO FND _ — — — M • = — -- -- — I TOP (2) #5 x 4'-0" PVC SLEEVE MIN. _ — — I = — T -- _ FOOTING PER PLAN z -- =1 I CENTERED AT PIPE �—I � _` = I I I '; , STRUCTURAL ENG: CFG / BAD — — � — =...- PVC OR SCH40 SLEEVE DIAMETER TO BE 2 -III—III—III- g I ---I I I I III—___.— I I PENETRATION F - U _ DRAFTING: PIPE SIZES LARGER CLEAN COMPACTED � I I—I I—I - (I- FOOTING PER PLAN -I I THAN THE FILL @ 95%o STANDARD — SEE FDN PLAN — _ -STRUCT: JRH I — — SIDE VIEW DENSITY I I—III— FOR SIZE I —11, e PENETRATING PIPE ( ) QC CHECK:.(,.::, L_ _ _ —I — (1 &REINF 1L aw —1 x,11 D/iV , PVC SLEEVE FRONT VIEW — �I =1�� a A. I _I— I_ _ ... � Z .JOB No. TM - 2151644 LU PIPE VERTICAL THRU FDN 4 •,w•°,• a�9 p SCALE: r ' AS INDICATED - LU DATE: 02112!2016 NOT USED # 1 6 _ � 4 i z ;•, , TYPICAL FOUNDATION PENETRATIONS I I—III_ 3/4"=1'-0" PIPE PARALLEL TO FND0 U. 1 COPYRIGHT MCD 2014: The information contained In this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y Y p p Y p . I ,, OF OPENING (2) 2x TOP PLATE PRE -CAST LINTEL PER W TYPICAL TIE BEAM / PLAN ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x6 „ „ 2x8 3/16" x 3" 12" O.C. 2 J P Z I .., TYPICAL FILLED CELL w w (1) #5 IN TIE BEAM ` TITEN HD ANCHORS w/ O x @ w SCHEDULE. ONLY 000 psi CONC. w/(1) (1) #5 BAR IN PRECAST w REQUIRED WHEN w/ w PROVIDE STANDARD LINTEL O.C. @ EACH SUCCESSIVE BUCK _ W INDICATED ON 2x6x12 P.T. CENTER SEE PLAN FOR WALL 4o A 3000 psi CONC. w/(1) #5 (2) 2x PT BUCKS w/ 1/2" • U)HOOK w (2) #5's VERTICAL IN BEYOND FROM END OF WALL/ BUCK FRAMING INFO GROUT FILLED CELL �� .: ° REBAR CONT. O.S.B. BETWEEN IF DBL. NAILER IS a 4, - 3/8" DIA. ANCHOR 2x6 P.T. BUCK EACH a , STD HOOK TBD BY BUILDER (FASTENING) ARE MET ❑ O ° ¢ > SIDE OF OPENING I ._ _ _ ._ - _ _ - CENTERED 9N TO m REQ'D PER PLAN) F- ao -� O PROVIDE 1-1/2' x 3/16 WALL SCHEDULE 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ 2 O U 2x P:T. STUD USED, USE 1/4" x 4-1/2" ° 0 > THICK WASHER W/ EA. TOP & BOTTOM OR a x ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O THREADED ROD PER PLAN /BEARING WALL (` ° NOTE: SEE MD08 ON m ANCHOR. (1st BOLT TO "� 4" TITENS w/ WASHERS SPECS Z TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x6 „ „ 2x8 3/16" x 3" 12" O.C. 2 J P Z I .., TYPICAL FILLED CELL w FASTEN PT 2x NAILER ❑ TO MASONRY NOTES: w 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, of FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, 0 N I—. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Z � THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x U BUCKED OPENING USE 3 ROWS OF 10d 3" NAILS STAGGERED 12" ❑ LED w (1) #5 IN TIE BEAM ` TITEN HD ANCHORS w/ O x @ w SCHEDULE. ONLY 000 psi CONC. w/(1) (1) #5 BAR IN PRECAST REQUIRED WHEN w/ w 5 3/8 DIA. J -BOLT W/ F- U O LINTEL O.C. @ EACH SUCCESSIVE BUCK _ W INDICATED ON � �° VERIFY w/ PLAN FOR GARAGE WALL SCHEDULE. MIN 6" REQ'D LOCATIONS ¢ W 5-1/2" EMBED. AT EA. HOLLOW BLOCK OR 3 (2) #5's VERTICAL IN BEYOND FROM END OF WALL/ GROUT FILLED CELL MASONRY WALL. 4 '.. BASE PLATE a 1„ EMBED. FOR SOLID (1) 2x OR 2 2x BUCK O OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS w CMU WALL PER PLAN 2x6 P.T. BUCK EACH cn SIDE OF DOOR. CONNECTION PER BRG r 2 TBD BY BUILDER (FASTENING) ARE MET ❑ O a SIDE OF OPENING BLOCKING PER BRG (4) EQ. SPACED 2 9N TO m REQ'D PER PLAN) F- ao -� O PROVIDE 1-1/2' x 3/16 WALL SCHEDULE 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ 2 O U FASTEN PT 2x NAILER ❑ TO MASONRY NOTES: w 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, of FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, 0 N I—. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Z � THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x U BUCKED OPENING USE 3 ROWS OF 10d 3" NAILS STAGGERED 12" ❑ LED w ` TITEN HD ANCHORS w/ O x @ w w 5 3/8 DIA. J -BOLT W/ F- U O MIN. 1 "' EMBED. FOR O.C. @ EACH SUCCESSIVE BUCK _ W ¢ W 5-1/2" EMBED. AT EA. HOLLOW BLOCK OR 3 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) #5 VERTICAL IN c� � DOOR BRACKET, EA, BASE PLATE a 1„ EMBED. FOR SOLID (1) 2x OR 2 2x BUCK O OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS w GROUT FILLED CELL IF ( cn SIDE OF DOOR. CONNECTION PER BRG r 2 TBD BY BUILDER (FASTENING) ARE MET ❑ O REQ'D PER PLAN) F- ao -� O PROVIDE 1-1/2' x 3/16 .a BLK. MAX. 6 FROM WALL SCHEDULE 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ 2 O U 0 > THICK WASHER W/ EA. TOP & BOTTOM OR a x ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O NOTE: SEE MD08 ON m ANCHOR. (1st BOLT TO "� 4" TITENS w/ WASHERS SPECS Z LINTEL PLAN FOR ¢ BE 8" MAX. ABV. CURB, I : 6" FROM TOP AND o ADDIT'L REBAR INFO REST EQ. SPACED -24" O.C.) BOTTOM AND 12 O.C. PT BASE PLATE OTHERWISE. 5 m W a� ��05Ctltlf1�!®p ®o VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL DO BEARING/ SHEARWALL CONNECTION TO CMU D0 ZX BUCK DETAIL w PRECAST LINTEL PER PLAN MASONRY WALL —� SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT, BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=V-0" 1/2"=V-0" 3/41'=1'-0" ®•. "• r SHEATHING PER PLAN-STRUCTURAL�7 ®� w o NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) SHEATHING PER PLAN SHEATHING lea `W Z Z P.T. @ TOP TO ALLOW ;�.. TYP. TRUSS TO FRAME SEE TYPICAL HEADER C� FRAMING DETAILS FOR- , ¢ CONT. 2x4 BLOCKING TYP: TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME a U 7/16 O.S.B. EA. SIDE ADDITIONAL ° '•�. j" M � J AROUND CURVE. MIN. CONNECTION PER STD. CONNECTOR CONNECTION PER,, •• *� { p,ig 2 TAPCON ANCHORS INFORMATION STD. CONNECTOR (HEADER CAN BE NOTES STD. CONNECTOR + p ®, FRAME OUT TO BLOCK PER 2x8 NOTES NOTES ab®®.• Aga°` < EITHER UPSET OR EDGE REQ'D FRAME OUT TO BLOCK w/�7e� o DOWNSET) FRAME OUT TO BLOCK EDGE ���l611R� w EDGE AS REQ'D O 2x BLK G. TO O.S.B. W/ 2x W/ (2) 16d TOE NAILS � ARCH PER ELEV (2) - 8d EACH END EACH END I ¢ HEADER PER ---�'' I (2) 2x TOP PLATE _ LOCATION I 1, 1/2" x 8" ANCHOR BOLT F - (3) 2x #2 SYP SEE PLAN - (3) 16d COMMON OR TITEN HD 32 O (2) 2x PLATE 2 @ I FOR BEAM SIZE (ONLY END VIEW w/ CMU NAILS (TYP.) (2) 2x TOP PLATE I FORBEAM SIZE END PLAN O,C. & 6" FROM EACH I IF OPENING PROVIDED w;: END PER PLAN) MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE I HEADER (SEE PLAN) I MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ WALL WITH STUDS @ I WALL w/ STUDS @ 16" OU z � ?7716" O.C. W/ I (2) 2x #2 SYP SEE PLAN 16" O.C, W/ 2x PT BOTTOM O.C. w/ STRUCTURAL ❑ * 6 W. 2x4 SPF CONT. STRUCTURAL STRUCTURAL PLATE Z BLOCKING ATTACH TO FOR BEAM SIZE SHEATHING FROM SHEATHING ON BOTH SHEATHING ON BOTH ¢ O TOP OF WALL TO 7/16" O.S.B. EA. SIDE 7/16 OSB W/ (2) 8d m SIDES FROM TOP OF SIDES FROM TOP OF � PRECAST LI NTELOR NAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE BOTTOM D WALL. w �. ATTACHED PER , w 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER �,, ARCH PER ELEV 2x BLK G. TO O.S.B. W/ I NAILING SCHEDULE I Q, ; NAILING SCHEDULE IL ¢ ,R. U 2 - 8d EACH END W/ 6d NAILS @ 16 O.C. NAILING SCHEDULE OTHERWISE"SP2 CLIPS' O MASONRY WALL *'' - -„ TO SIDE &TOP NAILER OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS ` � � I AT TOP AND SP1 CLIPS BUILDER FRAME .' w� 2x BUCKS,AT BASE ARE RADIUS AS REQ'D AT BASE ARE REQ D O O mum END VIEW w/ WOOD REQUIRED z ARCH WINDOW FRAMING DETAILS FO KNEEWALL AT DOWNSET BEAM MFOKNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL o PRE-ENGINEEf TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHII' ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD; O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HD@32"O.C. FROM EA. ENC ON BASE PLAT TOP KNOCK 0 COURSE W/ (1; CONT. „_ 3/4„=1. 0„ 3/4"=1'-0° 3/4 3/4 =1 -0 .0 e NAIL SCAB TO TOP IF A/C IS SUSPENDED V J ROOF SHEATHING ”""'"" '" ' �❑- Z CHORD WITH (4) 10d FROM TOP CHORD (2) ATTACH PER NAILING NAILS 2x4 #2 SYP BLOCKING ❑; REQ'D TOP CHORD. SCHEDULE r r z ADD 2x4 VERTICAL @ ' Lui IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 t > <, pl' �. ❑ �- CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE SINGLE TOP AND BASE COMPANY PLAN STANDARD TRUSS , R U) rrY (3) 10d NAILS TYPICAL ---` ;, � >� PLATE w/ (2) 16d NAILS - -"'- TOP CHORD VARIES O Z AT EACH TRUSS 240" O.C. & EXT. UDS TRUSS WEBS NOT Z @ j O SHEATHING INSTALLED 2x4'X' BRACE ACROSS SHOWN FOR CLARITY PER NAILING PATTERN PRE-ENG.TRUSS PER LENGTH OF PLAN, 24" OC. MAX p SHEARWALL 2x4 #2 SYP CROSS L.� BRACING AT 45 W/ ROOFING MATERIAL w OU`' a NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH 3 10d TOP AND BOTTOM MIN I I (3) 12d NAILS TO RAT PER ARCHS f - O (2) BAYS PAST A/C: i , _ W z� CRICKET AS REQUIRED NAILS ( A/C UNIT AND PAN RUNS. TYP EACH SIDE { `S'EE FRAMING PLAN _.I LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" FOR CONNECTION W 2x4 BLOCKING LAP W/ (2) 16d NAILS MAX 48" MAX 48 CONDENSATE INFO w F-- BETWEEN TRUSSES DISPOSAL BY A/C SEE ELEVATION MAIN SPAN ROOF TO EACH TRUSS. TYP � ( U TOENAILED TO SUPPLIER TOP OF MASONRY p W CONNECTION TO BE TRUSS EACH SIDE i i LU " DOUBLE TOP PLATE w/ 10d NAILS @ 4' O.C. _ ' ----------- SUPPLIED BY A/C O U) STANDARD TRUSS - - - - - - - - - - COMPANY SEE ARCH PLANS FOR ,::.. ". ,.�",..,., d • ,:..:u OVERHANG INFO U TRUSS PER PLAN ' BOTTOM CHORD ¢ UPLIFT CONNECTOR Z' (SEE SCHEDULE) DOUBLE TOP PLATE L RE. w - BLOCKING UNDER A/C SUPPORTS B2x4 #2 SYP ELEV. FRAMED WALL PER BLOCKING W/ SIMPSON ,,, ,., ,.:. , �:.r. : U)MASONRY WALL PER PLAN A34 OR LUS24-2 EACH O PLAN END FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. - KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT Soup Q 4 3/4"=1'-0„ 3/4"=1'-0" - - u> O Z „ PRE -MANUFACTURED w � O C i' FLUE PER MANUF. ❑ A 2x STUDS @ 16 O.C. FOR KNEE WALL a CHIMNEY CAP SPECS W/ 2 MIN. ¢ WIN Z q DOW PER > LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE � Z Z B F TOP OF CHIMNEY MIN. &FRAME FLOOR PLAN a ROOF SHEATHING FOR STRAP ,, 2'-0" ABOVE A POINT ' 0 � J WITHIN 10'-0" OF THE GALVANIZED FLASHING ❑ Q L C CONT. ROOF SHEATHING NAIL PER PLAN `, NEAREST ROOF a PRECAST CONC. OR Z O i EXT. SHEATHING POWERS STEEL SILL F_ 1 PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p ., �\ ,ti '�, 1 SPW4 EVERY.. � ATTACHED PER P cn � 0 . aTO TOP CHORDS OF TRUSSES BELOW WHEN O H R STUD TEEf TYP. @ ALL WINDOWS = O oo D 1 OT E S U O NAILING SCHED. I— 111 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSSDOUBLE TOP PLATE C4 BELOW AND CONNECT w/ HTS20 32" O.C. .. m @ �, .2x4 FRAMED CRICKET EXT FINISH PER PLAN O 2x4 VERTICAL @ 24" -- . 4 J Z W/GALVANIZED O E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 0.C. MAX. w/ (4) 10d FLASHING w (.� J 0 a NAILS TO BOTTOM + Z W 0 CHORD & (3) 10d NAILS + 0 Q O _ 2x PLATES OVER ROOF DECK PER VALLEY < F K TO TOP CHORD; NOTE r, MAIN FLOOR w v �,* IF WALL HEIGHT IS ❑ FRAMING DETAIL — (4) 16d`COMMONS ELEV 0'-0" BETWEEN 4FT & 8FT, - B + + NAILED @EACH END C. SLAB - .� G DOUBLE TOP PLATE t USE 2x6 SYP #2 STUDS CON VERT REINF. BEYOND w j + SEE FOUNDATION -- STRUCTURAL ENG: CFG / BAD,., 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR GALVANIZED FLASHING I H RAFTER I 16d COMMONS END I_ - DIAFTING: a - ( 2x4 BLOCKING W/ 2 +-sTRUCT: JRH + + NAILED TO VERTICAL � � ,p ' O I_ MASONRY WA PER �- COMMON TRUSS PER PLAN OR CONY. FRAMING w/ ''. ', E 16d COMMONS END 2x4 s --- -- PLAN �r�t�i J STRUCTURAL SHEATHING PER PLAN AND ROOF / NAILED TO VERTICAL N� Q QC CHECK: a FINISH PER ARCHSFIN 2x4's + + SEE FOUNDATION - S JOB No. TM - 2151644 .. ,, : G + + DETAILS FOR FTG INFO lel,-aiRD W CURVED ROOF TRUSSES PER PLAN OR CURVED TRUSS PER PLAN w:,,.,.,",",.,,., ❑ SCALE: AS INDICATED K.. RAFTERS w/ 2 LAYERS 3/4" CDX SHEATHING O�tr,1sy u) K O w DATE: 02/12/2016 NAILED @ 6" O.C. STAGGERED # 1 G 6 4 1 � NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" SQ TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. IATES LLC is strict) prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOC y p p p Y F01 DORMER FRAMING DETAIL SIMPSON A23 @ EACH A35 DIAGONAL TO - BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 48" - 3 1/4" HOLD 1/2" J -BOLTS w/ 41-8" H_ 7 0 (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" r (2) 2x4 BRACE (SEE SECTION A -A) - - W CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM WHERE IS > 1'-0", DROP O.H.. IS > V- ", DR 10d NAILS @ EA. TRUSS MAX. ATTACHMENT w/(3) 10d z � SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" LINTEL SEE PLAN .. p. ANCHOR BOLT OR IN CMU. OR SIMPSON '� PROVIDE 16d NAILS K - GABLES w/ @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d U- LOCATIONS USE UPLIFT CONNECTOR U a 4` W BRACE J p m NAILS @ 6 O.C. O META16 TITEN HD @ 32" O.C. & FRAMING FOR FALSE L CONNECTION DETAIL (FRAME WALL SHOWN; -L LSTA18 OR MTS 12 @ (SEE SCHEDULE) O.C. O.C. NOTE: ALL GABLE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TOR UN BACK TO IST COMMON SEE ELEV. FOR NAILS @ EA. END. STUDS) W/ MIN 7" 32" O.C. MASONRY WALL Z ,< FOR REQ'D MAY ALSO BE O � cv ' c7 #5 CONT. SINGLE BASE &TOP PLATE w/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM \ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ M WAY UP HEIGHT OF Q SHEATHING COVERING IF REQ'D @ 6" O.C. STRONGBACK TO DIAGONAL ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q I SHEATHING NOT REQ'D CMU WALL CONNECTION SHEATHING NOT REQ'D BRACING IS TO BE SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. ONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN 0)aw °LU_ EACH END (TYP:) p 00 ATTACH JAMB STUDS Q D �. �. TO BE CONT. @ THE 2x6 RAFTER TO 2x8 TO BE CONT. @ THE Op FNS R PER WF08/SD4 (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) \H2.5 CLIP. MAX 2'-0" O.H.' FASTEN ROOF IIS 2ND 2x4 BRACE IF � X J BOARD W/ A35 TRUSS PER PLAN tiC I d O ON (1) SIDE OF �G REQ D, SEE CHART TRANSITION FROM �y TRANSITION FROM Q� U RAFTER & A35 ON ADJ SHEATHING TO l' -o,, MAX PLYWOOD CANT. O.H. Q - RAFTER TO OPP SIDE �� 6;gh N J Z BEAM TO GABLE 2x6 WALL TO GABLE 3/16" x 2 3/4" TAPCONS U J W Q ,�'�'��"' 2x6's @ 24 O.C. MAX. IN CMU. OR SIMPSON BLOCKS w/8d NAILS SEE ELEV. FOR Z -w O 'Onoa , FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, META16 :, �� P.T BASE PLATE C7 Fn _ -� Q Q 10d COMMON NAILS @ TRUSS TRUSS a : - w p \ 81, O.C. SHEATHING PER PLAN END NAILS @ EACH z O @ 6" O.C. O.H. SIZE W ` GE01 GABLE END FLAT CEILING CONNECTIONS GEO GABLE END BRACING GE03 GABLE END @FLAT CEILING w/ BOSTON HIP CONT. 2x4 3/4"=1'-0" p 3/4"=1 3/4"=1 W r� V J Z, 2x4 BLOCKING @ EA. - PROVIDE 2x BLOCKING 2x TOP PLATE WHERE O.H. IS > V-0", TL ER(2) OU OOK (MAX.( FOR NAILING 2x4 BLOCKING (2) 12d TOENAILED U J ROOF SHEATHING PER ROOF SHEATHING DOUBLE 2x TOP PLATE NAILS, SEE GE01/SD3 FOR - 8d NAILS @ 4" O;C. \ \ 2x4 DIAGONAL BRACE PLAN _ ff SPAN 2 0) w/ (2) 16d DROP END GABLE w/ w W EACH END.AT 24" O.C. ROOF SH SHEATHING PER PLAN OUTLOOKER OR GONV. FRAME OR cn' W END NAILS EA. END TYP. END NAIL PLTS. ( ) ( TO STUD) TRUSS PER PLAN HEADER PER PLAN, SHEATHING VALLEY TRUSSES PER I� h @ 48" O.C. TO 3RD OUTLOOKERS @ 24" DTC CLIP, (2) 8d NAILS Z CANTILEVER PLAN Q od ! S� 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d SCHEDULE & NOTES FASTEN SIDE WALL U) ui U' �` i .� END NAILS @ EA. OUTLOOKER BAY REQ'D w/ TOENAILS NAILS INTO TOP PLATE O.C. TO RUN BACK TO �; O O Z r� 2x4 OUTLOOKER @ 24' --- BLOCKING @ 24 O.C. (2) 16d BEAM PER PLAN SHEATHING PER PLAN. I-- O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS STRONGBACK, SEE SIM CONNECTORS @ 1ST COMMON TRUSS N - --I1 END NAILS TO TRUSS -- HOLD WALL 3-1/2" DOWN FOR @ EACH ENDDi DOUBLE TOP PLATE 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR GABLE TRUSS (5) 16d NAILS BRACE Z`' ,_ „ 1 9 MAX. CHART WITH (3) 12d TOENAILS. 01 TRUSS PER PLAN OUTLOOKER HEADER PER PLAN IF TRUSS PER PLAN NAILS @EACH WEB � MORE. EXT. SHEATHING; ATTACH PER NAILING � TO BLOCKING \ REQ'D. MIN (1) JACK & GABLE BRACING (+) EXTERIOR SHEATHING. CONNECT TO DROP Z O - w z° Q, •64 (1) KING STUD w/ SIMPS. TRUSS PER PLAN Z ATTACH PER PLAN a � 2x DOWNFRAME TO (COMMON EXT. SHEATHING; ~, LSTA18 HEADER TO SEE CHART FROM TOP OF WALL DOOR AS REQ'D TRUSSER GABLE WITH H2.5 CLIP. -� C..) ZI O VARIES STUDS TYP. BASE w TO BOTTOM w SIMPSON H10A SIMPSON H10A ATTACH PER PLAN F. 1 1 RAKED DOUBLE TOP CONNECTIONJ I 2x8 #2 SPF STUDS AT U F_ 2'_ " MAX 0 O.H. W PLATE SHEATHING PER PLAN ,. 16" O.C. SIMPSON META16 @ DIAGONAL TO BEAM DIAGONAL TO TOP PLATE W CEILING NAILER AS PROVIDE 2x4 BRACE DTC CLIP, (2) 8d NAILS 32",O.C. GABLE TRUSS p W = LUJ „ TO EA. ADJ. DIAG. t? Q FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D - CONT. 2x4 w BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART p Ov (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING 48.. A A TO BLOCKING GABLE END Z O.C. NOT REG'D 6' PROVIDE 2x4 BRACE SHEATHING FASTEN � . FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN m W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 45' PER PLAN. 16d NAILS. p CONTRACTOR TO FIELD VERIFY WHICH _- -- SIMPSON " A DIAG. CONDITION IS CONTACT TO BOCKING ®'m® OR ADDITIONALRINDO S REQ REQ'D �dw���,�5 ;Y D o SIMPSON A23 @ EACH A35 DIAGONAL TO - BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 48" - 3 1/4" HOLD 1/2" J -BOLTS w/ 41-8" H_ 7 0 (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" r (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W 10d NAILS @ EA. TRUSS MAX. ATTACHMENT w/(3) 10d z � z TOENAILS EA. END J LINTEL SEE PLAN .. p. ANCHOR BOLT OR IN CMU. OR SIMPSON '� PROVIDE 16d NAILS K - � rGEO GABLE END AT VALLEY FRAMING z GABLE END TRUSS TO w r� 2x TOP PLATE TO II U- LOCATIONS USE UPLIFT CONNECTOR U a 4` PLT.@12" O.C. MAX. U GABLE END W% 16d <a BRACE J p m NAILS @ 6 O.C. O META16 TITEN HD @ 32" O.C. & FRAMING FOR FALSE L CONNECTION DETAIL (FRAME WALL SHOWN; -L LSTA18 OR MTS 12 @ (SEE SCHEDULE) h''" GABLE BRACING CHART H GABLE BRACING + UP TO 48" - NO BRACE REQUIRED 41-8" H_ 7 0 (1) 2x4 BRACE 7'4" < 1-16 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE X.a�dd� sy ll o Q° d i CQ Z Z W o Q SEE GABLE GABLE BRACING @ 48" PROVIDE NAILINGx BLOCKING U O.C. MAX. 45 F FROM OO 0� CONNECTION DETAIL HORIZONTAL (+/- 10°) ,.�a°. li.B Q FOR REQ'D _ CONNECTIONS BRACE NOT REQUIRED °®d•aeoa�°rn p I Q 6' FROM EAVES. :. O TRUSS PER PLAN SEE PLAN FOR z.ae&a� tW 64'0<.. 2x4 ATTACHED TO EA.SUPPORT AND TIE J GABLE 2x4 BRACE WITH DOWN OF JACK Q (2) 10d NAILS TRUSSES _ PROVIDE BLOCKING F - BETWEEN TRUSS BAYS CMU WALL OR LINTEL a .. HGA10KT @ 32" O.C. w WALL W/UPLIFT FOR WOOD OR O SIMPSON MTS12 OR 0 Ft @ 48" O.C. FOR FIRST 3 SEE GABLE LSTA12 & (5) 8d NAILS w 2x8 #2 SPF STUDS @ END Wit &WASHER 1r � BELOW 10d NAILS @ EA. TRUSS EA. SIDE OF HEADER 2x4 BRACE IF REQ'D � DRAFTING: BAYS LINTEL SEE PLAN .. p. ANCHOR BOLT OR IN CMU. OR SIMPSON '� WALL PER PLAN j rGEO GABLE END AT VALLEY FRAMING z ?r (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR U a 4` � 3/4f _1 -0 - BRACE J SEE CHART: META16 TITEN HD @ 32" O.C. & 3/4"=1'-011 Q CONNECTION DETAIL (FRAME WALL SHOWN; �- LSTA18 OR MTS 12 @ (SEE SCHEDULE) h''" 2x8 #2 SYP PT BASE CENTERED BETWEEN 6" FROM EACH END TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ ,: STUDS) W/ MIN 7" 32" O.C. MASONRY WALL Z 2x8 RIDGE BOARD FOR REQ'D MAY ALSO BE O � cv ' c7 #5 CONT. SINGLE BASE &TOP PLATE w/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM \ CONNECTIONS MASONRY) U M WAY UP HEIGHT OF (4) 8d NAILS TO TOP01,111. SHEATHING COVERING IF REQ'D @ 6" O.C. STRONGBACK TO DIAGONAL ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q I -� CMU WALL CONNECTION CLEAR SPAN CONNECTION - GABLE VERTICAL 10d COMMON NAILS @ I p 0)aw °LU_ EACH END (TYP:) p 00 ATTACH JAMB STUDS Q D �. �. 2x6 RAFTER TO 2x8 TRUSS PER PLAN Op FNS R PER WF08/SD4 j Q IIS 2ND 2x4 BRACE IF � X oRIDGE BOARD W/ A35 TRUSS PER PLAN tiC I d O ON (1) SIDE OF �G REQ D, SEE CHART �y Q� U RAFTER & A35 ON ADJ NOTE. REFER TO DETAIL GE0 THIS PAGE FOR GABLE BRACING .. m RAFTER TO OPP SIDE �� 6;gh N J Z A -A GABLE VERTICAL BRACING 2x6 (AS SHOWN) 3/16" x 2 3/4" TAPCONS U J W Q ,�'�'��"' 2x6's @ 24 O.C. MAX. IN CMU. OR SIMPSON Z W > O ". -w O 'Onoa , FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, META16 :, �� P.T BASE PLATE C7 Fn _ -� Q Q 10d COMMON NAILS @ 2x6 (MIN.) PLATE THRU a : - w p 81, O.C. SHEATHING PER PLAN END NAILS @ EACH z O ` GE01 GABLE END FLAT CEILING CONNECTIONS GEO GABLE END BRACING GE03 GABLE END @FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 3/4"=1 3/4"=1 W r� V J Z, 2x4 BLOCKING @ EA. - PROVIDE 2x BLOCKING 2x TOP PLATE p TL ER(2) OU OOK (MAX.( FOR NAILING 2x4 BLOCKING (2) 12d TOENAILED U J ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, SEE GE01/SD3 FOR - 8d NAILS @ 4" O;C. a PLAN _ ff SPAN 2 0) w/ (2) 16d 2'-0" MAX. T BOTTOM STUD OP & 0 EACH END.AT 24" O.C. ROOF SH SHEATHING PER PLAN OUTLOOKER OR GONV. FRAME OR cn' W END NAILS EA. END TYP. END NAIL PLTS. ( ) ( TO STUD) TRUSS PER PLAN HEADER PER PLAN, SHEATHING VALLEY TRUSSES PER I� h DTC CLIP, (2) 8d NAILS SEE HEADER CANTILEVER PLAN Q od ! S� 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d SCHEDULE & NOTES U) ui U' �` i END NAILS @ EA. OUTLOOKER 2x4 #2 SYP P.T. 11 TOENAILS NAILS INTO TOP PLATE FOR ADDT L INFO. O Z r� 2x4 OUTLOOKER @ 24' --- BLOCKING @ 24 O.C. (2) 16d SIMPSON LSTA12 OR I-- O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SIM CONNECTORS @ O --I1 END NAILS TO TRUSS -- HOLD WALL 3-1/2" DOWN FOR @ EACH ENDDi DOUBLE TOP PLATE 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR GABLE TRUSS Z`' ,_ „ 1 9 MAX. 2x4 LEDGER W/ (2) 1Od 01 TRUSS PER PLAN OUTLOOKER HEADER PER PLAN IF TRUSS PER PLAN NAILS @EACH WEB � MORE. EXT. SHEATHING; ATTACH PER NAILING � REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. SCHED. w z° Q, •64 (1) KING STUD w/ SIMPS. TRUSS PER PLAN Z ATTACH PER PLAN a � 2x DOWNFRAME TO (COMMON ~, LSTA18 HEADER TO FROM TOP OF WALL DOOR AS REQ'D TRUSSER -� ZI O VARIES STUDS TYP. BASE w TO BOTTOM w 'S F. 1 1 RAKED DOUBLE TOP CONNECTIONJ I 2x8 #2 SPF STUDS AT U F_ W PLATE SHEATHING PER PLAN ,. 16" O.C. SIMPSON META16 @ Q W CEILING NAILER AS 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS 32",O.C. GABLE TRUSS p W NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D O.C. AND 6" FROM EA. CMU WALL PER PLAN INTO BLOCKING, (2) MASONRY WALL OR ----' 2x8 #2 SYP PT. BASE WALL W/UPLIFT FOR WOOD OR O SIMPSON MTS12 OR 0 Ft 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF 0 LSTA12 & (5) 8d NAILS .r.� 2x8 #2 SPF STUDS @ END Wit &WASHER MASONRY WALL OR � 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN � PLATE W/ 1/2 x 8 � EA. SIDE OF HEADER TRUSS O WOOD WALL- U � DRAFTING: 16" O.C. TYP. ' � — MSTAM-24 TYP. EA. LINTEL SEE PLAN .. p. ANCHOR BOLT OR IN CMU. OR SIMPSON '� I j rGEO GABLE END AT VALLEY FRAMING z (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR U a 4` � 3/4f _1 -0 - J SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & 3/4"=1'-011 Q PLATE & 6" FROM JAMB LSTA18 OR MTS 12 @ (SEE SCHEDULE) � C 2x8 #2 SYP PT BASE CENTERED BETWEEN 6" FROM EACH END ,: STUDS) W/ MIN 7" 32" O.C. MASONRY WALL Z 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d PLATE FRAME AND CMU SEE STD CONDITION CMU VAULTED CONDITION CMU � EMBED. INTO SLAB ONLY REQ'D@BRG SHOWN, SEE PLAN W NAILS INTO BLOCKING, U.N.O. ON PLANS WALL SPLICE DETAIL @ @ WALL W/UPLIFT FOR WOOD OR O SIMPSON MTS12 OR 0 Ft SCALE: FOR REQ'D FLASHING LSTA12 & (5) 8d NAILS MASONRY 0- STRUCTURAL ENG: CFG / CAD @ EA. RAFTER TO PLT. FIELD FRAMED VALLEY DETAIL fiF0 NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED #16-64� (� DRAFTING: GABLE END @VAULTED CEILING ~ j rGEO GABLE END AT VALLEY FRAMING z . -STRUCT: JRH�ar, � 3/4f _1 -0 - J Z COPYRIGHT MCD 2014: The Information contained in.thlis document Is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Is strictly prohibited. p p Y Y 3/4"=1'-011 Q HEADER STUDS PER 0 � C Q ,: 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d HEADER SCHEDULE Z_ r 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, U.N.O. ON PLANS Z F'. - WAY UP HEIGHT OF (4) 8d NAILS TO TOP01,111. VALLEY. FASTEN w/ (5) PLATE I J 10d COMMON NAILS @ I p 0)aw EACH END (TYP:) p 00 ATTACH JAMB STUDS Q D 2x6 RAFTER TO 2x8 TRUSS PER PLAN Op FNS R PER WF08/SD4 j Q oRIDGE BOARD W/ A35 TRUSS PER PLAN tiC I O ON (1) SIDE OF �y RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS .. m RAFTER TO OPP SIDE INTO BLOCKING, (2)I N J Z (AS SHOWN) 3/16" x 2 3/4" TAPCONS :. : - ..,`. p G' J W Q 2x6's @ 24 O.C. MAX. IN CMU. OR SIMPSON Z W > O ". FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, META16 :, �� P.T BASE PLATE C7 Fn _ -� Q Q 2x6 (MIN.) PLATE THRU @ 24 O.C. W/ (2) 12d w p SHEATHING PER PLAN END NAILS @ EACH W/ 1/4"x4-1/2" SIMPSON END. .SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING - - - - - - - "' ' ~ ~ CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOWBOTTOM CHORD. .o L FASTEN CONY. 2x2x WALL, SEE PLAN f VALLEY RAFTER -LVIIL NAILS @ EACH TRUSS FRAMING (OR PRE -ENG �P VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @CMU WALL 2x PLATE WITH W 11 1 TM -2151644 _ SIMPSON MTS12 OR 0 Ft SCALE: AS INDICATED - LSTA12 & (5) 8d NAILS w DATE: STRUCTURAL ENG: CFG / CAD @ EA. RAFTER TO PLT. FIELD FRAMED VALLEY DETAIL fiF0 NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED #16-64� (� DRAFTING: ~ 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0° . -STRUCT: JRH�ar, J QC CHECK:C COPYRIGHT MCD 2014: The Information contained in.thlis document Is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Is strictly prohibited. p p Y Y �P VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @CMU WALL 2x PLATE WITH SANFOD JOB No. w TM -2151644 _ SIMPSON MTS12 OR 0 Ft SCALE: AS INDICATED - LSTA12 & (5) 8d NAILS w DATE: —2/12/2016 @ EA. RAFTER TO PLT. FIELD FRAMED VALLEY DETAIL fiF0 NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED #16-64� _ ~ 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0° D i" M COPYRIGHT MCD 2014: The Information contained in.thlis document Is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Is strictly prohibited. p p Y Y 4 TOP NOTES: NOTE: PIPE OR DUCT W/ DOUBLE 2xLU PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN (— LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE TOP PLATE WIDTH PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 2 1/2" EDGE OUTSIDE (2) 2x4's INSTALL SIMPSON 10d NAILS ALL DIMENSION TO BE HELD WITHIN +/_ 1/4' _ PER IL 2x4 STUDS PER OF 2x8 TO BLOCK OUT 4) TOLERANCES: 1" EDGE 1 1/2" EDGE _.._ PSPN516Z W/ (12) 16d LAP SPLICE 48 MIN & FRAMING PLAN TOP PLATE ATTACH W/ Q • NAILS TYP. TOP & BOT. ATTACH PER NAILING H + (2) 1 O NAILS O.C. �,'' • PATTERN ON THIS Izt 1Od x 3" Z DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) 10d x 3„COMMONW DETAIL p TOP SPLICE or— — + 0 Uj 2 1/2” z w O �„ W 1 1/2" z —Y or I w 2 1/4" z N U z N WN (� N ¢ a O 2x4 BEYOND AGAINST 48"M04N a o N 2x8 STUDS �1! `v - M/N N 10d x 3" COMMON a °D Z O • a r F TOP PLATE W/ (4) 16d �" U ATTACH 2x STUDS TO I 10d x 3" COMMON OPP. � C7 N � `p � OVERLAP TOP PLATE SIDE Z z W NAILS ((2) ON EA. SIDE) AT CORNER z U o Q 1Od x 3" OPP. SIDE M • TYP. AT ALL EXTERIOR O ¢ ¢ u� ATTACH 2x STUDS TO • CONDITIONS NAIL BOTTOM PLATE U I I I I I I z W TO CORNER STUD ¢ TOP PLATE W/ (4) 16d00 00 X0 PACK w/ (4) 10d NAILS tan U NAILS ((2) ON EA. SIDE) . • 2x8 STUDS PER TYP. AT ALL EXTERIOR00 OA? O CONDITIONS FRAMING PLAN 10d x 3" COMMON TOP SPLICE OPP. SIDE DISTANCE PER ? DETAIL � __ _ -- __.. _ BOTTOM SPLICE OVER 5 > STUD TOP PLATE CORNER TRANSITION (2) 2x4's INSIDE PLY NAILS NAILED AT 8" O/C m W DOUBLE 2x8 TOP TOP PLATE TRANSITION 2 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" o/c. OUTSLDE 2x's o IY PLATE ( ) fi FO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN o , w ,�r�®riilflltp//r�rr W -011 coos* 00 Cq ® W 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN ' / ��®� a� LU o BEYOND7 INSTALLED VERTICALLY. 1D NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS • m ,p�, •,� cin Z Z z @3"O.C. ROOF SHEATHING, 4Z — — — — — — — — — w z O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON of 'A' = NAIL SPACING O S, 01" S FASTEN PER PLAN �"� `' wA4 0 14t'� Q IT -TI I _j ¢ „ V CROOF SHEATHING, .� + c 6 a = Z) w NAILS @ 3 O.C. -I R ROOF SHEATHING, 2 C'q6 ,r � „® t p ❑ II II I I o r_ 2 F< qeT x R FASTEN PER PLAN c m `, W r 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d q / FNGq'OT O FASTEN PER PLAN �FN�ATTO •n m� � a °z = COMMON NAILS @ 3" O.C. 1/2" 1/2" TyOR�ss GTy Res ��a®® «o® J O III -11— -1— —_--_----- O — 0 Op S F ; i U ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL o o ti Oy O ��°n�awA n�� III III I I I I I WALL SHEATHING O w 2x4 FRAMING @ 24" M SPLICE, SEE SPLICE _ EDGES 6 O.C. U.N.O. ON PLANS III III I I I I I STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING 24" O.C. MAX, Q DETAIL. MAX 1/8" �5 @ 2x4 #2 SYP CONT. w/ (2) _ III OPENING III I I I I I I SPACE BETWEEN w W COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 1 Od x 3" 4 w r DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS r III III I I PANELS z 0) 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO „ NAILS AT JOINT — O @ 4 O.C. PROVIDE (4)10d x3 EA. STUD OR TRUSS III LRT U) HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. MAX. UPER-ENG TRUSSES ( w.p TOP &BOTTOM 2x SCAB w/ 1 Od NAILS 24" O.C.). IF MASONRY,ND IIIIII II 2x STUDS BEYOND, 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHJNG SPLICE, STUD PER PLAN @ 4 O.C. USE (2) 1/4 TAPCONS �. �. �NG SEE PLAN FOR MORE UC o VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED.@ p /" III I I I I I I I I L PER -ENG TRUSSES INFO i- H O SHEATHING & PER PLAN 2x FASCIA U ..,, 2 FASCIA PER PLAN 24" O.C. - BLOCKING f— GYPSUM WALLBOARD x p (5 Z CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS JOINT, MAX. 1/8 GAP ' LEDGER TRUSS PER PLAN ¢ PER PLAN TO LEDGER c•i 2x4 PT LEDGER W/ ccs NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ 2 16d !'III, O.C. NAILS @ 16' O.C.) d _a SCHEDULE PLAN ¢ uIV it l>a'" U 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY ... ,.. _ .., N,,. a .. �,. �,, FLATWISE (2) 16d WALL OR TRUSS, SEE w O.H. SIZE O.W. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @CMU WALL CONDITION @FRAME WALL PLAN (TRUSS SHOWN) O 0 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE *F1 TYPICAL SCAB OVERHANG DOZ LEDGER @ LOW ROOF.,, p REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" ; `' 1-1/2"=1 OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS - LU SEE ROOF SHEATHING, PLAN NAIL PER PLAN LT -UP COL. 2x4 #2 SPF (2) 2x BUILT-UP SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. �' MORE INFO & MORE INFO & O Ww $� �, DOUBLE TOP PLATE CONNECTION CONNECTION w/ 2 16d END NAILS „ SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE EACH END @ EACH STUD 12d NAILS @ EACH END +* ❑ h► xx — _....._ 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL W W Z(�` 4 i 24" O.C. w/ EXT. 2x4 #2 PF O Z; PRE ENGINEER D SIMPSON LSTA30 W/ 2x12 w/ 10d X 3 NAILS @ S ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O,C. J; FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND a LINTEL w/ (2)ROWS OF + '+ + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR -- 2x8 TO UNDER SIDE OF �': ® • SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4 x 4 TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & +; ROOF SHEATHING O N ®, CONNECTION 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1Od NAILS @ CONNECTION w, L.I. Uw STAGGERED INTO TRUSS & 3 12d + + T` 2x BRG WALL, SEE r. TOENAILS INTO OTHER EACH VERTICAL SEE WALL CLIP DETAIL ; .. _ W � Qti � •�� .� PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN _" Z TRUSS FOR MORE INFO r .J SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS LINTELS H UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQD LINTEL PER PLAN SLOPE AS REQD LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN w 2x8 #2 SPF VERTICAL '-" W 2 " U.N.O. 2x6 #2 SYP P,T. CONT. 2x6 #2 SYP P.T. CONT. @ SHEATHING O.C. SOHEATOH NG PER Z' ~ V w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" :.LLJ 2x BLOCKING NAILING SCHEDULE & NAILING SCHEDULE & p LU TAPCONS @ 12 (2) 2x TOP PLATE " O.C. TAPCONS @ 12" O.C. r' • � (4) 12d NAILS EACH ° (4) 12d NAILS EACH � � SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY TRUSS MEMBER TRUSS MEMBER O _ U U) STUD VERTICALLY VERTICALLY .�..�"' ATTACH 2x TO U" 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 Z PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 Od NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 Od NAILS @ 0 " 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL W SPACING. MIN (2) 2x STAGGERED @ 8 O.C. POCKET SGD POCKET SGD EACH VERTICAL.., w � � . ^. " ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY p ; UNDER GIRDER TRUSS SEE PLAN FOR O U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER OF�lSECTION @DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER SO4 HEADER @POCKET SLIDER Z Q „ „_, „ „ p 3/4"=1'-0" 3/4 -1 -0 1/2 -0 1/2 =1 -0 1/2 -1 -0 1/2"=11_011 ¢ Z ° O O 1 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/i Z 0 SCHEDULE. IF BUCKET IS INSTALLED THE SHORTSPAN SIMPS, SDS SCREWS @ Z STRAP IS NOT REQUIRED. 16" O.C. MAX.; W Z J- .,...,.., ..•. TO GABLE END STUDS w (2) 1/4" X 3'/z" SIMPS. SDS M PER PLAN EXTERIOR WALL/TRUSS Z Q W EXT: BEA PT POST PER PLAN SCREWS @ 16 O.C. ' MAX.; r o LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT CO O 00 0 NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) h— N NAILS PER PLY 1/4„ x 2 3/4„ TAPCONS AT � � . , m , EXT. BEAM PER PLAN 12 12” O.C. O 0 J Z HTS20 CLIP FROM - SEE PLAN (p U J W POST TO BEAM LU SIMPSON H3 CLIP � 0 p r— SHEATHING PER PLAN .,�. , � W � Qom_ PLAN VIEW TOP OF POST 2x4 SYP #2 LEDGER. v, O H H @ (4) 10d NAILS FOR PT POST PER PLAN TO STUDS OR BEAM w/ (2) 1/4” X 4'/i' SIMPS. CONV. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY w ,. PLAN O.C. MAX.; p/ ' .� . 5/8" THREADED ROD w/ TO GABLE END STUDS r STRUCTURAL ENG: CFG BAD NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/i' SIMPS.„ 4 -0 MAX. SDS SCREWS @ 16” FASCIA PER i O.C. MAX.; COMMUNITY SPECS r -, STRUCT. JRH„ \ i SEE FOUNDATION TO MASONRY w/ 2x4 PT QC•CHECK. C P #2 LEDGER w/ 1/4" 2x4 SYP #2 OR ��iLea�a ¢ - -- -- PLAN FOR ADDITIONAL SYP PRE-ENGINEERED H JOB No. TM - 2151644 Z ..... .........:.... ....._.-........_ 1 .-_.._ ...._.... ..._-- �j INFO x 2 3/4" TAPCONS @12 ROOF TRUSSES @ 24" S1t�11r }�;•. W SCALE: AS INDICATED O.C. O.C. MAX: SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR ........... SHINGLE ONLY �y �,•DATE: 02/12/2016 (C'DO CORNER COLUMN FRAMING (SD�01 TYPICAL SHED ROOF DETAIL �<< 3/4"=1'-0„ 1/2"=1'-0" 44 r 4 D 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. p p Y °a� IIIT -TI— — _TI— FIII II II I w= co IIII I I II IIII II II II c Q X o IIII II II II o = 0 I I II IIII o ISL I ILLII_ °O --1! -IL N� FLOOR SYSTEM O U_ CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE 3/4"=1'-0" BLOCKING f— GYPSUM WALLBOARD x p (5 Z CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS JOINT, MAX. 1/8 GAP ' LEDGER TRUSS PER PLAN ¢ PER PLAN TO LEDGER c•i 2x4 PT LEDGER W/ ccs NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ 2 16d !'III, O.C. NAILS @ 16' O.C.) d _a SCHEDULE PLAN ¢ uIV it l>a'" U 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY ... ,.. _ .., N,,. a .. �,. �,, FLATWISE (2) 16d WALL OR TRUSS, SEE w O.H. SIZE O.W. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @CMU WALL CONDITION @FRAME WALL PLAN (TRUSS SHOWN) O 0 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE *F1 TYPICAL SCAB OVERHANG DOZ LEDGER @ LOW ROOF.,, p REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" ; `' 1-1/2"=1 OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS - LU SEE ROOF SHEATHING, PLAN NAIL PER PLAN LT -UP COL. 2x4 #2 SPF (2) 2x BUILT-UP SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. �' MORE INFO & MORE INFO & O Ww $� �, DOUBLE TOP PLATE CONNECTION CONNECTION w/ 2 16d END NAILS „ SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE EACH END @ EACH STUD 12d NAILS @ EACH END +* ❑ h► xx — _....._ 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL W W Z(�` 4 i 24" O.C. w/ EXT. 2x4 #2 PF O Z; PRE ENGINEER D SIMPSON LSTA30 W/ 2x12 w/ 10d X 3 NAILS @ S ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O,C. J; FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND a LINTEL w/ (2)ROWS OF + '+ + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR -- 2x8 TO UNDER SIDE OF �': ® • SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4 x 4 TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & +; ROOF SHEATHING O N ®, CONNECTION 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1Od NAILS @ CONNECTION w, L.I. Uw STAGGERED INTO TRUSS & 3 12d + + T` 2x BRG WALL, SEE r. TOENAILS INTO OTHER EACH VERTICAL SEE WALL CLIP DETAIL ; .. _ W � Qti � •�� .� PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN _" Z TRUSS FOR MORE INFO r .J SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS LINTELS H UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQD LINTEL PER PLAN SLOPE AS REQD LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN w 2x8 #2 SPF VERTICAL '-" W 2 " U.N.O. 2x6 #2 SYP P,T. CONT. 2x6 #2 SYP P.T. CONT. @ SHEATHING O.C. SOHEATOH NG PER Z' ~ V w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" :.LLJ 2x BLOCKING NAILING SCHEDULE & NAILING SCHEDULE & p LU TAPCONS @ 12 (2) 2x TOP PLATE " O.C. TAPCONS @ 12" O.C. r' • � (4) 12d NAILS EACH ° (4) 12d NAILS EACH � � SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY TRUSS MEMBER TRUSS MEMBER O _ U U) STUD VERTICALLY VERTICALLY .�..�"' ATTACH 2x TO U" 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 Z PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 Od NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 Od NAILS @ 0 " 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL W SPACING. MIN (2) 2x STAGGERED @ 8 O.C. POCKET SGD POCKET SGD EACH VERTICAL.., w � � . ^. " ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY p ; UNDER GIRDER TRUSS SEE PLAN FOR O U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER OF�lSECTION @DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER SO4 HEADER @POCKET SLIDER Z Q „ „_, „ „ p 3/4"=1'-0" 3/4 -1 -0 1/2 -0 1/2 =1 -0 1/2 -1 -0 1/2"=11_011 ¢ Z ° O O 1 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/i Z 0 SCHEDULE. IF BUCKET IS INSTALLED THE SHORTSPAN SIMPS, SDS SCREWS @ Z STRAP IS NOT REQUIRED. 16" O.C. MAX.; W Z J- .,...,.., ..•. TO GABLE END STUDS w (2) 1/4" X 3'/z" SIMPS. SDS M PER PLAN EXTERIOR WALL/TRUSS Z Q W EXT: BEA PT POST PER PLAN SCREWS @ 16 O.C. ' MAX.; r o LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT CO O 00 0 NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) h— N NAILS PER PLY 1/4„ x 2 3/4„ TAPCONS AT � � . , m , EXT. BEAM PER PLAN 12 12” O.C. O 0 J Z HTS20 CLIP FROM - SEE PLAN (p U J W POST TO BEAM LU SIMPSON H3 CLIP � 0 p r— SHEATHING PER PLAN .,�. , � W � Qom_ PLAN VIEW TOP OF POST 2x4 SYP #2 LEDGER. v, O H H @ (4) 10d NAILS FOR PT POST PER PLAN TO STUDS OR BEAM w/ (2) 1/4” X 4'/i' SIMPS. CONV. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY w ,. PLAN O.C. MAX.; p/ ' .� . 5/8" THREADED ROD w/ TO GABLE END STUDS r STRUCTURAL ENG: CFG BAD NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/i' SIMPS.„ 4 -0 MAX. SDS SCREWS @ 16” FASCIA PER i O.C. MAX.; COMMUNITY SPECS r -, STRUCT. JRH„ \ i SEE FOUNDATION TO MASONRY w/ 2x4 PT QC•CHECK. C P #2 LEDGER w/ 1/4" 2x4 SYP #2 OR ��iLea�a ¢ - -- -- PLAN FOR ADDITIONAL SYP PRE-ENGINEERED H JOB No. TM - 2151644 Z ..... .........:.... ....._.-........_ 1 .-_.._ ...._.... ..._-- �j INFO x 2 3/4" TAPCONS @12 ROOF TRUSSES @ 24" S1t�11r }�;•. W SCALE: AS INDICATED O.C. O.C. MAX: SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR ........... SHINGLE ONLY �y �,•DATE: 02/12/2016 (C'DO CORNER COLUMN FRAMING (SD�01 TYPICAL SHED ROOF DETAIL �<< 3/4"=1'-0„ 1/2"=1'-0" 44 r 4 D 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. p p Y °a� SHINGLE OR TILE PER ARCHITECTURAL 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 WINDOWAS ---� 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 WD. HD. HT. SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP: @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND - MASONRY WALL PER — PLAN FIN. FLR. 0'-0" 00 GRADE NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP -,)Et PRE-ENGINEERED NOTE: 4 FRAMING PLAN FOR STRAPS CALLED OUT.W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE ROOF TRUSS -SEE CONNECTIONS AS SUCH ON THE STR `.CTURAL PLANS OR WHEN THE STRUCTURAL NO MOISTURE FRAMING PLAN FOR FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING SHEATHING IS NOT CO T. FROM TOP OF WALL TO BOTTOM OF FLOOR PRE-ENGINEERED OR SIM IS PROVIDED STRUCTURAL COL PER SYSTEM AND WHEN 3 R MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS STRUCTURAL COL PER ROOF TRUSSES AT 24 TRUSS STRAP - SEE PLAN FOR SIZE AND BETWEEN WINDOWS) NTER'WINDOWS MUST HAVE LSTA30 STRAPS TOP O.C. PLAN FOR SIZE AND AND BOTTOM AND EAC`# SIDE OF OPENING TO TRANSFER LATERAL LOADS FRAMING PLAN FOR REQ'D # OF STUDS REQ'D # OF STUDS W w SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING@ p TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER cn FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING I SIMPSON SP4 w/ (6) 10d SIMPSON SP4 w/ (6) 10d �%141 :' SEE STANDARD 2-1/4" TITEN SCREWS F�<� x1-1/2" @ 24" O,C. (USE F�<< x1-1/2" @ 24" O.C. (USE ' ATTACHED PER _ ATTACHED PER s Z �'+ kI ti � �, T r NT U � N T, , h p �. =-z, � . � �, C E„ ,, , . . , � , .. , : �. .�, � , m. �.., , S 0. A3t Fr' S A 0 . I n � � .A,II � v � .. +:. ,R. ar ,., 4 P .. yy � r ., -�. X .. a. bx -, .. - .w . EN I• a .1 .. 8 Ir, �. .J. ��s�, In tI"6I I. I Id o h'! � �`� _ ,.. , � r E 9 3 .... t � „ - R .� . .4� �, t ,. l � w x � �P . ... � o€". �-.� 1 d � I� v �4 w �. �,� . �. � N'AlLING�t�EDUL� � �, (*II�It=IT+IG SCHL®I+ILI 1, .� ... �- .. , 1 � .. , ,� � -& �. r'�a ISWA T.�.... I USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) N -- REFER TO PLAN FOR MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d Z (20) 16d SINKERS & (14) NAILS. BEND STRAP . (2} 2x SPF TOP PLATE NAILS, BEND STRAP (2) 2x SPF TOP PLATE O BUILT-UP COLUMN LL' 1/4' X 2-1/4 TAPCONS OVER TOP PLATE MIN. OVER TOP PLATE MIN, U.N.O. ON PLAN U.N.O. ON PLAN INFO. FOR TRUSSES 20" TO » 3", THEN RUN DOWN 3", THEN RUN DOWN U 26" DEEP FACE OF JAMB STUDS/" HEADER -SEE 2ND FACE OF JAMB STUDS/ HEADER - SEE 2ND w W PRE -ENG. FLOOR FLOOR PLAN FOR MIN. = (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D �i SYSTEM - IF NO FLOOR Q � LINTEL COURSE OR HEADER SIZE & REQ'D SYSTEM INSTALL � EXTERIOR SHEATHING JAMB STUDS w KNEEWALL &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS p 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING O SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL U U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE FROM TOP OF WALL ( UNDER COLUMN FRAMING PLAN FOR PER PLAN O PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL z ABOVE CONNECTION INFO. PROVIDE SOLID •' (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN23- -- - ------ - BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL IF HEADER IS UPSET � FLOOR GIRDER OR ( ) OR LVL GIRDER COL: EVEN WITHIN MORE INFO AND WINDOW IS � BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO DBL. TOP PLATE BARRIERSTURE (FET PAPER SO TYPICAL GIRDER COL. CONNECTION ASO TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 10d ` SILL PLATE w/ (2) 10d LESSER NP4FTNG 2x 11 ui TOE NAILS AT EA. END TOENAILS. OPENING O r OR SIM IS PROVIDED 3/4"=V-0"3/4"=11_011®� p: tt c, HDR. PER PLAN OF SILL (MAX OPEN G LARGER THAN 4FT: (2) SILL PLA (TM (2) 10d .o•.® e� TOENAILS. O NG oo "• •• . • N 2x STUDS, SEE I REFER TO PLAN FOR O • o a WIDTH 4--0"). USE A35 2x SILL PLATE w/ A36 �^ o • � d 2 2x SILL AT WINDOW • o 0, - 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4F ) z o o .� w o FRAMING PLAN FOR BUILT-UP COLUMN w/ 2x CRIPPLE STUDS . • 4 • SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 • • ,, z z SPACING AND GRADE INFO. @ AT EA. END NAILED TO Q STRAPS CENTERED @ THAN 4 BUT LESS w/ (2) 1 Gd TOENAILS STUD PACK w/ 10d CLIPS EACH SIDE w/ 2x ,tea U AND SEE ARCH PLAN BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. Q W J TO VERIFY SIZE PLAN BEYOND NAILS w/ (2) 10d TOENAILS o Q SEE FLOOR FRAMING SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16 O.C. o_ �� • �°- p_ INT. FINISH PER PLAN COLUMNS T&B (PLYWOOD °•® •°� 7 10d NAILS & 4 1/4 T&B SHEATHING REQ'D w r ®®•0000•o?� -i p PLAN FOR FLOOR O O ) ATTACH SILL w/ (2) 10d � � • .• ~'� � MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF » TOE NAILS AT EA. END a� b J 2x BOTTOM PLATE w/ UNDER WINDOW ( n PER BEARING WALL FLOOR TRUSSES ARE T&B) o --- SEPARATE SHEATHING = ✓ J � 3 2x STUDS 20"- 2 " DEEP, � OF SILL MAX OPEN'G O a '° � � (2) 12d AT 12" O.C. l SCHEDULE ATTACH 2x STUDS W/ O 6 E USE 1\ 11 1(2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 � WIDTH 4-0 ). USE A35 ;: J I 3/4" FLOOR SHEATHING 11-- -- 1/2" DIA. THREADED (2) SIMPSON LSTA18 ' ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d CLIP AT EA. END FOR Q " OPENINGS GREATER ATTACHED PER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 » THAN 4' BUT LESS NAILING SCHEDULE 2 -STORY WALL NAILS CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. (2) SIMPSON LSTA18 » THAN 6' U (IF TITENS ARE NOT IN / U) FLOOR TRUSSES SEE � SECTION FOR MORE STRAPS CENTERED @ / �.. w • PLAN FOR DEPTH AND INFO. FLOOR PTRUSS TO SON 16 FLOOR W/ (14) 10d LINTEL COURSE OR N 2x TOP & BOT. SIMPSON LSTA30 w/+r�r DIRECTION REFER TO MASONRY WALL NAILS 11/4"OX 113/4 DT TITENCELL S) RIBBONS, CONT. (11) 10d TO STUDS y ABOVE PLATE U.N.O. .. FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR » OU Z o • •' � FOR FTG. yr ` EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF: p rD z° INFORMATION z FLUSH W/ FACE OF SCHEDULE NO MOISTURE � SEE FRAMING PLAN Q �-' � , ' O MASONRY ATTACHED - BARRIER (FELT PAPER' C =I PER NAILING ATTACH 2x STUDS W/ OR SIM IS PROVIDED FOR FLOOR wW,a I=III- 2 16d NAILS @ 6 O.C. ) CONNECTION SCHEDULE; PROVIDE O (4) 2x STUDS SEE FRAMING PLAN w 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR d`� as STANDARD CORNER A A 4q FRAMING PLAN, 2nd FLR STUDS TO BEAR ON A• . SHEATHING AND CONNECTION • MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED U ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR w MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM Q: REQ'D ON EITHER SIDE OF WALL. IF WF02/ O "IMF FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d , ,,. _. .,. , .. _ ..., _ . � � F PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE z STOPPING AT 1000 SQ " „ SINKERS AND (14) /a X2 /a TITENS TO MASONRY ON BOTH SIDES OF THE WALL O FT MAX: DRAFT PLAN FOR MORE INFO L STOPPING MATERIALS* -S F r.- ` MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER: CONNECTION 2nd FLOOR ASO HEADER CONNECTION f,2'n.d FLOOR HIGH BM > A @ @ , BE 1/2" GYP BOARD OR „ O 15/32" OR 7/16" OSB. a „ rn ^ 1•/ / ATTACH TO FLOOR 3/4 -1 -0 3/4 1 0 3/411=11-0113/4 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING TRUSS w/ 8d NAILS AT ATTACH PER NAILING ATTACH IPER NAIL G ATTACHED PERATHINU SHEATHING PER PLAN J 16 O.C. TOP AND ATTACHED PER ATTACHED PER ATTACH PER NAILING NAILING SCHEDULE' SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN BOTTOM CHORDS 2x STUDS ,SEE 2x STUDS 3EE UNDER WINDOWS AND ATTACH PER NAILING, ` U) ,t t F-. 2x STUDS , SEE_ I—rb 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK SCHEDULE, u)` FRAMING PLAN FOR Q h, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM p TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE - ", SYS. 42 FLOOR TOP O PL PLATE TO Q.. E A cn TO VERIFY SIZE TO VERIFY SIZE A35 EA. END AND E ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. w (7 ;� TRUSSES @ 24 O.C. TO VERIFY SIZE PLAN O Z zt 2x4 #2 SYP ANGLE 2x BLOCKING FOR BEARING WALL PER AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ z Fz' (2)12d @ 12 O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2 12d (2) 12d @ 12" O.C. PLAN � r � W/ (3) 12d NAILS EACH TOENAILS EA. END) DOUBLE BOTTOM : !;`q ` ' QC v END PRE -ENG FLOOR ( 2x SYP #2 RIBBON (MIN PLATE �' U. Z', Z A 2x4) TO TRUSS (4 IN „ O �' < . TRUSS OR FIELD 2x4) TO TRUSS w/ (4) )', O FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS, BOTTOM (2) H5 EA. FLOOR w U,, �, V. WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE rn Hr; ' ;F. f ,.. SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT _ LLI W Z � �. • . CONC. SLAB - TRUSSES @ 24 O.C. EACH END SEE CMU FLOOR DECKING TO I -� SEE FOUNDATION (M,qX) CONNECTOR CMU SEE TRUSS LAYOUT ACCOMMODATE O FOR HANGER ��, „ PLAN FOR MORE INFO (2) ROWS 8d NAILS @ - w 1/2" GYP. CLG BD OR ' SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3 O.C. TYP. WALL STRAP V, A CONNECTION (2) 5/8" TYPE "X" WHEN 41 .M .4.. IN GARAGE (2) 5/8 TYPE X WHEN 3' O.C. WALL � SHEATHING TO EA. ¢, W , a r: (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER MASONRY WALL PER 2x RIBBON / 3 O.C. WALL BOTTOM RIBBON SIMPSON META16 AT CANTILEVER _. ,�, �.: �: MASONRY OR MTS12 BLOCKING w/ (4) 16d O - PLAN SHEATHING TO PLAN BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS V, SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF ? NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER WALL PER PLAN w SEE CONNECTION BARRIER (FELT PAPER W OR SIM) IS PROVIDEDKNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN O TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION IWS1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION z ,a o 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 3/4"=1'-0" 3/4"=V-0.. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'4" Q Z 0 O 10 NOTE: ALL FLOOR TRUSSES TO BE P.T. IF z 0 NO MOISTURE HANDRAIL BY OTHERS ZLU Z _ O BARRIER (FELT PAPER = 0 J J OR SIM IS PROVIDED h- CO Q LLF z z41, D Y SEE ARCH DWGS FOR_ ®O O ry wa TOPPING INFO N m 3/4" PLYWOOD FLOORO Q J Zco _ SLOPE DECKING ATTACHED 0 U ._,I Q LL. 2x12 #2 SYP CONT. PER NAILING SCHEDULE O LEDGER W/ (3) , <n 0 H 2 H H w SCREWS (EQUALLYSLOPED _ BALCONY p CL SPACED VERTICALLY) SEE PLAN FLOOR TRUSS (12" @ 24" O.C. AND @ EA. 10.' TALL) (60/15/5 MIN. + w O END „ ( MIN. 2 LOADING) W/ LUS26 OR = STRUCTURAL ENG. CFG / BA D FROM T&BICAL > . LUS46 TO LEDGER f H - ----- - -- - - - --- DRAFTING: J F- W w SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING@ p TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER cn FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING I SIMPSON SP4 w/ (6) 10d SIMPSON SP4 w/ (6) 10d �%141 :' SEE STANDARD 2-1/4" TITEN SCREWS F�<� x1-1/2" @ 24" O,C. (USE F�<< x1-1/2" @ 24" O.C. (USE ' ATTACHED PER _ ATTACHED PER s Z �'+ kI ti � �, T r NT U � N T, , h p �. =-z, � . � �, C E„ ,, , . . , � , .. , : �. .�, � , m. �.., , S 0. A3t Fr' S A 0 . I n � � .A,II � v � .. +:. ,R. ar ,., 4 P .. yy � r ., -�. X .. a. bx -, .. - .w . EN I• a .1 .. 8 Ir, �. .J. ��s�, In tI"6I I. I Id o h'! � �`� _ ,.. , � r E 9 3 .... t � „ - R .� . .4� �, t ,. l � w x � �P . ... � o€". �-.� 1 d � I� v �4 w �. �,� . �. � N'AlLING�t�EDUL� � �, (*II�It=IT+IG SCHL®I+ILI 1, .� ... �- .. , 1 � .. , ,� � -& �. r'�a ISWA T.�.... I USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) N -- REFER TO PLAN FOR MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d Z (20) 16d SINKERS & (14) NAILS. BEND STRAP . (2} 2x SPF TOP PLATE NAILS, BEND STRAP (2) 2x SPF TOP PLATE O BUILT-UP COLUMN LL' 1/4' X 2-1/4 TAPCONS OVER TOP PLATE MIN. OVER TOP PLATE MIN, U.N.O. ON PLAN U.N.O. ON PLAN INFO. FOR TRUSSES 20" TO » 3", THEN RUN DOWN 3", THEN RUN DOWN U 26" DEEP FACE OF JAMB STUDS/" HEADER -SEE 2ND FACE OF JAMB STUDS/ HEADER - SEE 2ND w W PRE -ENG. FLOOR FLOOR PLAN FOR MIN. = (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D �i SYSTEM - IF NO FLOOR Q � LINTEL COURSE OR HEADER SIZE & REQ'D SYSTEM INSTALL � EXTERIOR SHEATHING JAMB STUDS w KNEEWALL &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS p 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING O SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL U U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE FROM TOP OF WALL ( UNDER COLUMN FRAMING PLAN FOR PER PLAN O PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL z ABOVE CONNECTION INFO. PROVIDE SOLID •' (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN23- -- - ------ - BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL IF HEADER IS UPSET � FLOOR GIRDER OR ( ) OR LVL GIRDER COL: EVEN WITHIN MORE INFO AND WINDOW IS � BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO DBL. TOP PLATE BARRIERSTURE (FET PAPER SO TYPICAL GIRDER COL. CONNECTION ASO TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 10d ` SILL PLATE w/ (2) 10d LESSER NP4FTNG 2x 11 ui TOE NAILS AT EA. END TOENAILS. OPENING O r OR SIM IS PROVIDED 3/4"=V-0"3/4"=11_011®� p: tt c, HDR. PER PLAN OF SILL (MAX OPEN G LARGER THAN 4FT: (2) SILL PLA (TM (2) 10d .o•.® e� TOENAILS. O NG oo "• •• . • N 2x STUDS, SEE I REFER TO PLAN FOR O • o a WIDTH 4--0"). USE A35 2x SILL PLATE w/ A36 �^ o • � d 2 2x SILL AT WINDOW • o 0, - 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4F ) z o o .� w o FRAMING PLAN FOR BUILT-UP COLUMN w/ 2x CRIPPLE STUDS . • 4 • SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 • • ,, z z SPACING AND GRADE INFO. @ AT EA. END NAILED TO Q STRAPS CENTERED @ THAN 4 BUT LESS w/ (2) 1 Gd TOENAILS STUD PACK w/ 10d CLIPS EACH SIDE w/ 2x ,tea U AND SEE ARCH PLAN BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. Q W J TO VERIFY SIZE PLAN BEYOND NAILS w/ (2) 10d TOENAILS o Q SEE FLOOR FRAMING SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16 O.C. o_ �� • �°- p_ INT. FINISH PER PLAN COLUMNS T&B (PLYWOOD °•® •°� 7 10d NAILS & 4 1/4 T&B SHEATHING REQ'D w r ®®•0000•o?� -i p PLAN FOR FLOOR O O ) ATTACH SILL w/ (2) 10d � � • .• ~'� � MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF » TOE NAILS AT EA. END a� b J 2x BOTTOM PLATE w/ UNDER WINDOW ( n PER BEARING WALL FLOOR TRUSSES ARE T&B) o --- SEPARATE SHEATHING = ✓ J � 3 2x STUDS 20"- 2 " DEEP, � OF SILL MAX OPEN'G O a '° � � (2) 12d AT 12" O.C. l SCHEDULE ATTACH 2x STUDS W/ O 6 E USE 1\ 11 1(2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 � WIDTH 4-0 ). USE A35 ;: J I 3/4" FLOOR SHEATHING 11-- -- 1/2" DIA. THREADED (2) SIMPSON LSTA18 ' ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d CLIP AT EA. END FOR Q " OPENINGS GREATER ATTACHED PER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 » THAN 4' BUT LESS NAILING SCHEDULE 2 -STORY WALL NAILS CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. (2) SIMPSON LSTA18 » THAN 6' U (IF TITENS ARE NOT IN / U) FLOOR TRUSSES SEE � SECTION FOR MORE STRAPS CENTERED @ / �.. w • PLAN FOR DEPTH AND INFO. FLOOR PTRUSS TO SON 16 FLOOR W/ (14) 10d LINTEL COURSE OR N 2x TOP & BOT. SIMPSON LSTA30 w/+r�r DIRECTION REFER TO MASONRY WALL NAILS 11/4"OX 113/4 DT TITENCELL S) RIBBONS, CONT. (11) 10d TO STUDS y ABOVE PLATE U.N.O. .. FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR » OU Z o • •' � FOR FTG. yr ` EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF: p rD z° INFORMATION z FLUSH W/ FACE OF SCHEDULE NO MOISTURE � SEE FRAMING PLAN Q �-' � , ' O MASONRY ATTACHED - BARRIER (FELT PAPER' C =I PER NAILING ATTACH 2x STUDS W/ OR SIM IS PROVIDED FOR FLOOR wW,a I=III- 2 16d NAILS @ 6 O.C. ) CONNECTION SCHEDULE; PROVIDE O (4) 2x STUDS SEE FRAMING PLAN w 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR d`� as STANDARD CORNER A A 4q FRAMING PLAN, 2nd FLR STUDS TO BEAR ON A• . SHEATHING AND CONNECTION • MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED U ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR w MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM Q: REQ'D ON EITHER SIDE OF WALL. IF WF02/ O "IMF FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d , ,,. _. .,. , .. _ ..., _ . � � F PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE z STOPPING AT 1000 SQ " „ SINKERS AND (14) /a X2 /a TITENS TO MASONRY ON BOTH SIDES OF THE WALL O FT MAX: DRAFT PLAN FOR MORE INFO L STOPPING MATERIALS* -S F r.- ` MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER: CONNECTION 2nd FLOOR ASO HEADER CONNECTION f,2'n.d FLOOR HIGH BM > A @ @ , BE 1/2" GYP BOARD OR „ O 15/32" OR 7/16" OSB. a „ rn ^ 1•/ / ATTACH TO FLOOR 3/4 -1 -0 3/4 1 0 3/411=11-0113/4 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING TRUSS w/ 8d NAILS AT ATTACH PER NAILING ATTACH IPER NAIL G ATTACHED PERATHINU SHEATHING PER PLAN J 16 O.C. TOP AND ATTACHED PER ATTACHED PER ATTACH PER NAILING NAILING SCHEDULE' SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN BOTTOM CHORDS 2x STUDS ,SEE 2x STUDS 3EE UNDER WINDOWS AND ATTACH PER NAILING, ` U) ,t t F-. 2x STUDS , SEE_ I—rb 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK SCHEDULE, u)` FRAMING PLAN FOR Q h, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM p TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE - ", SYS. 42 FLOOR TOP O PL PLATE TO Q.. E A cn TO VERIFY SIZE TO VERIFY SIZE A35 EA. END AND E ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. w (7 ;� TRUSSES @ 24 O.C. TO VERIFY SIZE PLAN O Z zt 2x4 #2 SYP ANGLE 2x BLOCKING FOR BEARING WALL PER AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ z Fz' (2)12d @ 12 O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2 12d (2) 12d @ 12" O.C. PLAN � r � W/ (3) 12d NAILS EACH TOENAILS EA. END) DOUBLE BOTTOM : !;`q ` ' QC v END PRE -ENG FLOOR ( 2x SYP #2 RIBBON (MIN PLATE �' U. Z', Z A 2x4) TO TRUSS (4 IN „ O �' < . TRUSS OR FIELD 2x4) TO TRUSS w/ (4) )', O FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS, BOTTOM (2) H5 EA. FLOOR w U,, �, V. WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE rn Hr; ' ;F. f ,.. SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT _ LLI W Z � �. • . CONC. SLAB - TRUSSES @ 24 O.C. EACH END SEE CMU FLOOR DECKING TO I -� SEE FOUNDATION (M,qX) CONNECTOR CMU SEE TRUSS LAYOUT ACCOMMODATE O FOR HANGER ��, „ PLAN FOR MORE INFO (2) ROWS 8d NAILS @ - w 1/2" GYP. CLG BD OR ' SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3 O.C. TYP. WALL STRAP V, A CONNECTION (2) 5/8" TYPE "X" WHEN 41 .M .4.. IN GARAGE (2) 5/8 TYPE X WHEN 3' O.C. WALL � SHEATHING TO EA. ¢, W , a r: (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER MASONRY WALL PER 2x RIBBON / 3 O.C. WALL BOTTOM RIBBON SIMPSON META16 AT CANTILEVER _. ,�, �.: �: MASONRY OR MTS12 BLOCKING w/ (4) 16d O - PLAN SHEATHING TO PLAN BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS V, SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF ? NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER WALL PER PLAN w SEE CONNECTION BARRIER (FELT PAPER W OR SIM) IS PROVIDEDKNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN O TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION IWS1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION z ,a o 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 3/4"=1'-0" 3/4"=V-0.. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'4" Q Z 0 O 10 NOTE: ALL FLOOR TRUSSES TO BE P.T. IF z 0 NO MOISTURE HANDRAIL BY OTHERS ZLU Z _ O BARRIER (FELT PAPER = 0 J J OR SIM IS PROVIDED h- CO Q LLF z z41, D Y SEE ARCH DWGS FOR_ ®O O ry wa TOPPING INFO N m 3/4" PLYWOOD FLOORO Q J Zco _ SLOPE DECKING ATTACHED 0 U ._,I Q LL. 2x12 #2 SYP CONT. PER NAILING SCHEDULE O LEDGER W/ (3) , <n 0 H 2 H 1/4"x4-1/2" SDS w SCREWS (EQUALLYSLOPED _ BALCONY p CL SPACED VERTICALLY) SEE PLAN FLOOR TRUSS (12" @ 24" O.C. AND @ EA. 10.' TALL) (60/15/5 MIN. + w END „ ( MIN. 2 LOADING) W/ LUS26 OR = STRUCTURAL ENG. CFG / BA D FROM T&BICAL > . LUS46 TO LEDGER f H - ----- - -- - - - --- DRAFTING: SEE WS10/SD5 FOR ADDITIONAL INFO SEE WS11/SD5 FOR PROVIDE ADEQUATE SIM. END CONDITION STRUCT. JRH w WATERPROOFING. NO " .•'�, CONCRTE SLAB _ . �'., � Qo C ECK: CONTRACTOR TO CC PERMITTED LINTEL PER PLAN oTM - 2151644 UJ SCALE: AS INDICATED W DATE: 02/12/2016 TYPICAL BALCONY FRAMING NOT USED 6 � 6 4 1 U) 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. 2x BRG WALL W/ 2x BRG WALL W/ EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d Lu SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS EACH END. 2x8's MIN. SPF #2 @ 16" EXT. FINISH PER @ SP1 @ BASE. LSTA18 (2) 2x BASE PLATE vw/ SP1 @ BASE. LSTA18 O.C. MAX SPF #.) ARCHS O.C. - SEE FRAMING SCHEDULE BOTTOM PLATE BLOCK ADJACENT Q ATTACH PER NAILING 0 OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE PLAN FOR MORE INFO. 2x4 STUDS@ 16" O.C. BAYS @ EACH USED BASE O.C. USE SIMPSON USED BASE. WHEN MSTAM24 EA. SIDE OF SCHEDULE @ @ ( � DIAGONAL AS SHOWN. 2x4 BLOCKING EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL 1/2" GYP. BOARD ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d BETWEEN STUDS W/ SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 SHEATHING PER PLAN (2) 12d TOE NAILS TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER ATTACH PER NAILING EACH END SIMPSON H10A @ SCHEDULE OR LSTA18STRAP; CENTER SEE LD02/SD4 FOR EACH DIAGONAL 2x BASE PLATE W/ (2) 3/4" FLOOR SHEATHING 12d NAILS @ 12" O.C. ATTACHED PER MASONRY WALL AND STRAP BETWEEN 2x8 #2 SYP P.T. SILL MORE INFO. BRACE 2x BLOCKING W/ (2) 12d NAILING SCHEDULE PLATE w/ 1/2" EPDXY 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ; ANCHOR BOLT OR ATTACHED PER J -BOLT W/MIN. 7" NAILING SCHEDULE (2) 2x4 #2 SYP PLAN EMBED. @ 32" O.C.& 3" 2x8 #2 SYP P.T. SILL ALL THREAD ROD (2) 2x4 #2 SYP BLOCKING w/ SIMPSON PLATE W/ 1/2 EPDXY FOUNDATION DET BLOCKING w/ SIMPSON HUC24-2 EACH END„ FROM EA.END ANCHOR BOLT OR FOR DATIONT ET HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN, 7" BASE USE (4) 10d & (2) 10 , NAILS. UNDER SEE PLAN EMBEDMENT @ 32" NAILS. UNDER SEE PLA" WINDOW JAMBS ONLY SHEATHING TO O.C. & 3 FROM EACH OVERLAP BOTTOM END 2x4 BOTTOM PLAT FASTEN ROOF < Zj TO BOTTOM OF SILL PLATES U.N.O. FASTEN ROOF < TO BOTTOM OF SILL PLATES U.N.O. EL PRE ENGINEERED SHEATHING TO TRUSSES @ 24" O.C. — NAILING SCHEDULE BLOCKS W/ 8d NAILS @ W MAX. PER PLAN (2) 2x HEADER SIMPSON H2.5 EA. I I ROOF SHEATHING ATTACH PER NAILING PER PLAN 6" O.C. 0 SCHEDULE 2x4 CONT. W/ (2) 12d SEE FLOOR PLAN TRUSS NAILS TO EACH STUD FINISH I W FOR MORE INFO TRUSS PER PLAN 2x8 #2 SYP SILL PLATE TRUSS ANCHOR (SEE 2x6 #2 SYP CONT. I 1 W/Yz" EPDXY ANCHOR (5) 16d NAILS BRACE z LEDGER W/ (2) Y4"x3-1/2" OR J -BOLT @ 32" O.C. 1 TO BLOCKING `ro 0 AL I SDS WOOD SCREWS @ W/ MIN. 7" EMBEDMENT 1 ROOF SHEATHING 1 16" O.C. MAX. & 3" N ATTACHED PER FROM EA. END -USE PROVIDE 2x4 BRACE z D_ LCESS (3) SCREWS FOR'24" SIMPSON LUS26. USE TO EACH ADJACENT O EE O.C. LUS26-2 FOR 2PLY 1 (TRUSS. VERIFY W/ DIAGONAL, FASTEN U (2) 2x TOP PLATE O.H. ABOVE ARE TRUSS SHOP TO DIAGONAL W/ (2) w (n PER ELEV. (DRAWINGS 2x8 SYP #2 LEDGER W/ (2) 2x HEADER SEE 16d NAILS 2x #2 SPF STUDS @ 16" MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO OPT. TRUSS WINDOW JAMBS USE 4 CONNECT TO DOUBLE PLATE 1 1/4" (MIN.) IF SHEATHING IS NOT W 2 2x6 w/ HUC26-2. SEE ARCHS FOR TOP PLATE W/ 16d TRUSSES PER PLAN O LOW ROOF TRUSS SEE CONTINUOUS TO BASE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D NAILS@ 6" O.C. 0 LOW ROOF TRUSS SEE PLATE, SP8 TOP AND O.S.B. TO OVERLAP 0 INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF a, BOTTOM ARE REQ'D BOTTOM PLATE 1 1J4" 0 a a WALL BRACING @ 48 Z TRUSS IS CONT. BRG CONT. #5 IN TIE BEAM (MIN.) ° z CONNECTIONS " O.C. MAX. 45 FROM ON MASONRY USE HC.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER MASONRY (SHOWN) MASONRY (SHOWN) MASONRY WALL PER ,� HORIZONTAL (+/- 10°) J OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER FLOOR WALL W/ BRACE NOT REQUIRED ON WOOD USE HGA 2x BEARING WALL 1/4" X 3-1/2" SIMPSON m W PLAN CLIPS @ 24 O.C. PLAN ARCHS WITH ROOF LOAD 6' FROM EAVES. Q ) SDS SCREW @ 16" O.C. SECTION @ RAISED HEEL TRUSS S1 SECTION @COMBO TRUSS FO WALL SPLICE DETAILS fiFl�SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL J 1/2"=l'-0" 1/2"=l' -O" 1-1/2"=1'-0" I,c=1'-0" (2) 2x SYP #2 COLON ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS """' ^" OTHERS LEDGER AT GIRDER NOT USED PLAN Z PLAN 1-1/2"=1'-0" !41 '6 � C-3 d EXTERIOR SHEATHINGa. Z z 2x8 #2 SPF MIN STUDS 1 C FROM TOP OF WALL 16" O.C. PER PLAN U @ (2) 2x SPF TOP :� " .a Q �.. im 9 II i 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 _ J - - Z; 2x6 #2 SYP CONT. a LEDGER W/ (2) Y4"x3-1/2" R 0 SIMPSON LUS26. USE FLOOR TRUSS; SEE FLOOR GIRDS SEE (RECESS LEDGER INTO SDS WOOD SCREWS @ 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w „ LUS26-2 FOR 2PLY FRAMING PLAN FOR U" 16' O.C. MAX. & 3 PLAN FOR O SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER z � ITRUSS TRUSS. VERIFY W/ TRUSS DIRECTION AND CONNECTION W SHOP FROM EA. END - USE (3) I CONNECTION DETAIL MORE INFO MAX 5"FROM KING STUD W/ (5) 10d. NAILS INTO TOP PLATE AND (5) 10d 0, UJ DRAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL O MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. U ®� EA. TRUSS, 24" O.C. MASONRY WALL PER KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q' MAX. (AT EA. SIDE OF PLAN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM 0 aIF F'_ U)LOOR TRUSS DOES NOT ALIGN DIRECTLY 0 UNDER 2ND STORY COLUMNS, PROVIDE a SOLID BLCOKING WITHIN FLOOR SYSTEM D04 LEDGER @LOW ROOF F1 TYPICAL CONNECTION @ GIRDER OR BEAM fiFl�\2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z Q 3/4"=11-011 3/4"=1'-0"1,._ 1. 0,. �; -- Q z O C 11 J O r � k z (' ' i� Z w O .J O o J Q W z D Y _ 0 O O 04 �= O J Z O f- W z IU apo -��- O W O o w 1, r -U _BADT STRUCTURAL ENG: CFG / DRAFTING: -STRUCT: JRH ww- Q1.JIl U/tiC Q 'QC CHECK: GC , 1— JOB No. TM - 2151644 Llj SCALE. cl AS INDICATED a"�I I1w, W DATE: 42/92/2016 6 J4 .: SD6, TO BOTTOM OF SILL PLATES U.N.O. EL PRE ENGINEERED PLATE ATTACH PER TRUSSES @ 24" O.C. — NAILING SCHEDULE 12 MAX. PER PLAN (2) 2x HEADER SIMPSON H2.5 EA. I I ROOF SHEATHING ATTACH PER NAILING PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND SCHEDULE 2x4 CONT. W/ (2) 12d SEE FLOOR PLAN TRUSS NAILS TO EACH STUD FINISH I PRE-ENGINEEREDn. FOR MORE INFO TRUSS PER PLAN 2x8 #2 SYP SILL PLATE TRUSS ANCHOR (SEE 2x6 #2 SYP CONT. I 1 W/Yz" EPDXY ANCHOR PLAN) LEDGER W/ (2) Y4"x3-1/2" OR J -BOLT @ 32" O.C. 1 AL I SDS WOOD SCREWS @ W/ MIN. 7" EMBEDMENT 1 ROOF SHEATHING 1 16" O.C. MAX. & 3" & 6" FROM EACH END ATTACHED PER FROM EA. END -USE NAILING SCHEDULE LCESS (3) SCREWS FOR'24" SIMPSON LUS26. USE LEDGER INTO O.C. LUS26-2 FOR 2PLY 1 (TRUSS. VERIFY W/ L 'TRUSS (2) 2x TOP PLATE O.H. ABOVE ARE TRUSS SHOP PER ELEV. (DRAWINGS 2x8 SYP #2 LEDGER W/ (2) 2x HEADER SEE TO ALIGN W/ STUDS 2x #2 SPF STUDS @ 16" MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) BOTTOM OF TRUSS/ 10 NAILS) GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL B 1 WINDOW SEE PLAN SHEATHING ISN'T CONT. 1 603 LEDGER @ OPEN TO BELOW FOR LOCATION STRAPS ARE 2x BLOCKING: w/ (2) 12d REQ'D FROM STUDS TO REQ 3/4"=1'-0" 1 TOENAILS EACH SIDE GIRDER BELOW I I IF WALL SHEATHING IS STOPPED BELOW SEE LD02/SD4 FOR MORE INFO IF 1 EXTERIOR SHEATHING ROOF LINE 1 TRUSSES ARE 2x SPF BASE TOP OF WALL 2x BASE PLATE W/ 12d PARAFROM WALL TO BOTTOM OF SILL @ 24" O.C. TO FLOOR PLATE ROOF SHEAT ROOF SHEATHING PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER NAILING SCHEDULE NAILS TO EACH STUD PRE-ENGINEERED 1 NAILING SCHEDULE D I ROOF SHEATHING 2nd STORY WALL PER PLYWOOD FLOORING ISIMPSONH2.5 EA. I ATTACH PER NAILING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO \� SCHEDULE TRUSS (2) 2x SPF TOP \ \ PRE-ENGINEERED PLATES U.N.O. 1 TRUSS PER PLAN SEE PLAN FOR 1 \ 1 1 TRUSS DIRECTION I L_ - & MORE INFO - (2) 2x HEADER 1 I II i 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 _ J - - Z; 2x6 #2 SYP CONT. a LEDGER W/ (2) Y4"x3-1/2" R 0 SIMPSON LUS26. USE FLOOR TRUSS; SEE FLOOR GIRDS SEE (RECESS LEDGER INTO SDS WOOD SCREWS @ 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w „ LUS26-2 FOR 2PLY FRAMING PLAN FOR U" 16' O.C. MAX. & 3 PLAN FOR O SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER z � ITRUSS TRUSS. VERIFY W/ TRUSS DIRECTION AND CONNECTION W SHOP FROM EA. END - USE (3) I CONNECTION DETAIL MORE INFO MAX 5"FROM KING STUD W/ (5) 10d. NAILS INTO TOP PLATE AND (5) 10d 0, UJ DRAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL O MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. U ®� EA. TRUSS, 24" O.C. MASONRY WALL PER KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q' MAX. (AT EA. SIDE OF PLAN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM 0 aIF F'_ U)LOOR TRUSS DOES NOT ALIGN DIRECTLY 0 UNDER 2ND STORY COLUMNS, PROVIDE a SOLID BLCOKING WITHIN FLOOR SYSTEM D04 LEDGER @LOW ROOF F1 TYPICAL CONNECTION @ GIRDER OR BEAM fiFl�\2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z Q 3/4"=11-011 3/4"=1'-0"1,._ 1. 0,. �; -- Q z O C 11 J O r � k z (' ' i� Z w O .J O o J Q W z D Y _ 0 O O 04 �= O J Z O f- W z IU apo -��- O W O o w 1, r -U _BADT STRUCTURAL ENG: CFG / DRAFTING: -STRUCT: JRH ww- Q1.JIl U/tiC Q 'QC CHECK: GC , 1— JOB No. TM - 2151644 Llj SCALE. cl AS INDICATED a"�I I1w, W DATE: 42/92/2016 6 J4 .: SD6, PLATES U.N.O. EL (2) 2x HEADER SEE FLOOR PLAN I I FOR MORE INFO 1 1 1 1 1 1 1 1 2x STUDS SEE PLANSTUDS 1 ABOVE ARE TO ALIGN W/ STUDS 1 BELOW B 1 1 1 1 I I 1 1 1 I 2x SPF BASE PLATE PRE-ENGINEERED 1 E D I I FLOOR SYSTEM KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. 1 1 1 1 1 1 I (2) 2x HEADER 1 I I SEE FLOOR PLAN 1 I 1 I FOR MORE INFO I 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO B ALIGN W/ STUDS BELOW ' ' 2x Fl. 1. BASE PLATE ' ' SEE BEARING SCHED. 1 FOR A.B. INFO I 1 I 1 I q 1 1 II i 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 _ J - - Z; 2x6 #2 SYP CONT. a LEDGER W/ (2) Y4"x3-1/2" R 0 SIMPSON LUS26. USE FLOOR TRUSS; SEE FLOOR GIRDS SEE (RECESS LEDGER INTO SDS WOOD SCREWS @ 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w „ LUS26-2 FOR 2PLY FRAMING PLAN FOR U" 16' O.C. MAX. & 3 PLAN FOR O SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER z � ITRUSS TRUSS. VERIFY W/ TRUSS DIRECTION AND CONNECTION W SHOP FROM EA. END - USE (3) I CONNECTION DETAIL MORE INFO MAX 5"FROM KING STUD W/ (5) 10d. NAILS INTO TOP PLATE AND (5) 10d 0, UJ DRAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL O MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. U ®� EA. TRUSS, 24" O.C. MASONRY WALL PER KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q' MAX. (AT EA. SIDE OF PLAN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM 0 aIF F'_ U)LOOR TRUSS DOES NOT ALIGN DIRECTLY 0 UNDER 2ND STORY COLUMNS, PROVIDE a SOLID BLCOKING WITHIN FLOOR SYSTEM D04 LEDGER @LOW ROOF F1 TYPICAL CONNECTION @ GIRDER OR BEAM fiFl�\2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z Q 3/4"=11-011 3/4"=1'-0"1,._ 1. 0,. �; -- Q z O C 11 J O r � k z (' ' i� Z w O .J O o J Q W z D Y _ 0 O O 04 �= O J Z O f- W z IU apo -��- O W O o w 1, r -U _BADT STRUCTURAL ENG: CFG / DRAFTING: -STRUCT: JRH ww- Q1.JIl U/tiC Q 'QC CHECK: GC , 1— JOB No. TM - 2151644 Llj SCALE. cl AS INDICATED a"�I I1w, W DATE: 42/92/2016 6 J4 .: SD6, STANDARD (3) 2X12 - MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO WF - OF OF LANDING W/ MIN. (6) 7r FLOOR SYSTEM Q 0 16d NAILS FROM LEDGER TO STUD PACK Q--- _ -- - --- - - - - --- N LINE UP 2xJOIST IN z LINE WITH MIDDLE p STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING WW SIMPSON A35 / A34 ' Z CLIP TO FLOOR v O SYSTEM & LANDING 2xJOISTS @LANDING N FRAMING I__z ' @ 16"O.C. W/ SIMPSON z � z A35 OR LUS26 HANGER O z ON EACH SIDE ~ U �g w W op _ 6" MIN. U') 0 Q W 10 O z (2) 2x BEAM PER 2xJOIST (P.T. IF J SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO m W END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT _ 4 STRINGERS TOMID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. - v%%11111 fill, BUOILT UP DIRECTLYONx0 EACH 161/4" �_ ,, LL'LL ��® coo,, s<; W "T BEAR DEPTH W/ (3) 10d (() z TOENAILS EACH END @ 01 O BELOW O.C. MAX. FOR cfl ` �'�114, % a ~ A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY WALL) M 10"MIN.o m» W e Q - O SEE SCHEDULE FOR MAX WIDTH OF LANDING .SII zz Z r `�i rr v4 a ��'"® U MIN. (3) 2x SYP #2 rE? o•® '�°q~ —� STUDS REQ'D @ END , ��•�®aoY��®��M 2 _ OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSBLLIJ ,L Q SEE PLAN FOR DEPTH a OF LANDING SHEATHING OVER _ 16d NAILS FROM g+�, Ia���, "°` n O LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL. PACK PER GENERAL FLOORO CONSTRUCTION Q NOTES \ MID SPAN BLOCKING TO' MATCH JOIST PLYWOOD SHEATHING O DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING U) STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER a I, /��", m SYP #2 STRINGERS W/ F MASONRY WALL) CONSTRUCT OONR O IIS N SIMPSON A34 / A35 o CLIP TO FLOOR p 16" O.C. NOTES U " f SYSTEM & LANDING `r p z MAX Z z FRAMING u- @ Q 0 O "- LANDING PER `' BEAM END OF O � SCHEDULE W a N WU)�s _ " .0 U SEE PLAN FOR U MASONRY WALL OR LL WOOD WALL U) � O SIMPSON A35 B B CONNECTIONS O MASONRY WALL OR > O FRAME WALL BEYOND a (2) 2x BEAM PER 2x JOIST (P.T. IF LI SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONTc �+ c BEAM U Z STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/(3) 16d B -B CROSS SECTION OF BEAM TO LEDGER C� A35 OR LUS26 HANGER NAILS @ 1$ O.C. MAX. I- COCONNECT TO. BEAM W LU TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" p' vj N BUILT UP COLUMNS x 3 1/2" TITENS @ 16 Q J 06 Z U) BELOW O.C. MAX. FOR STRINGERS TO BE U) Q 6 ,.a I c A -A PLAN VIEW 180 DEGREE TURN LANDING NOTCHED AT LANDING MASONRY Z p F MASONRY WALL a m SEE SCHEDULE FOR MAX WIDTH OF LANDING _ 3 16d TOENAILS - o W Z) Q g .r O U Q Z z���� \ ST02 NOT USED BE REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING TRUSS TO OUTSIDE SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3" O.C. TOP AND SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO (FLOOR (3) 2x12 2x8 BOTTOM CHORD 11'-0" (2) 2x12 2x6 -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH Any use, duplications, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (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" PENDING LANDING \ 2x6 HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 91.0" (2) 2x12 2x8 WITHIN SUPPORT g _0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE OIL SEE ARCH PLAN (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 SUPPORT A 8'-0" (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO STUDS W/ (2) 16d TOE` 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO MASONRY WALL) CONT X X NAILS LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN ( I I I x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF O.C. MIN. AND @ ANY LANDING FOR 24" O.C. W/ (2) 12d STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 HANDRAILVERTICAL DISTANCE OF 1-1/2" LOCATIONS). COLUMN Uj HEIGHT OF LANDING BE REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING TRUSS TO OUTSIDE (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" LU SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO (FLOOR (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-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, duplications, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-01. (1) 2x12 (1) 2x8 2x6 4'-0" V (3) 2x12 2x12 9'-0" (1) 2x12 (1) 24: 2x6 5'-0" (3) 2x12 2x8 91.0" (2) 2x12 2x8 7'4" g _0" (1) 2x12 (1) 2x8 2x6 5'-0" OIL SEE ARCH PLAN (3) 2x12 2x12 91.0" (2) 2x12 2x8 7'-0" 7'_0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 ' 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLANEQUALLYs NOTE: PLAN SPACED/CENTERED uk z - ---- LU SCALE. AS INDICATED ATTACHED PER PLANT 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-314" IN TRUSS SEE PLAN S C�� LU 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE �c�ti, p 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS W STO1 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL TOGETHER 12d AT 4" O.C. rSTO3� HANDRAIL CONNECTION AT FLOOR TRUSSES y LU SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO (FLOOR I=- 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. �IIIIIIIIII�� r # 1 6 " 4 1 UNDER BEAMS LESS THAN 2x12) mm" 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, duplications, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WQ Z LAN< V _j00 OIL SEE ARCH PLAN I I 2x4 CONT. TOP PLATE w f- - MAX. 4'-0" ABOVE FLOOR "`J-J� ATTACH TOP PLATE TO Z F - STUDS W/ (2) 16d TOE` 0 W 2x4 #2 SPF STUDS X X NAILS af w 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ OU U U) O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d z OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM HANDRAILVERTICAL NOTCH SILL PLATE LOCATIONS). Uj KNEEWALL FOR VERTICAL NOTCH SILL AND O PLYWOOD FLOORING � TO ALLOW VERTICAL 2x L -BRACE W/ 12d NAILS 4" O.C. 2x6 VERTICAL AND TO SLIDE DOWN TO O Q @ L -BRACE @ 6'-0" O.C. & FACE OF TRUSS z @ANY OPENING 2x4 CONT. Q 0 Z 0 O11 TOP PLATE ATTACH 2x6 VERTICAL (ATTACH TOP PLATE TO o z � 0 T- TO TRUSS W/ (3) Y4' x 3" 3 112 STUDS W/ (2) 16d Z F— SECTION X -X - DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS TOE NAILS w Z "` N.T.s. EQUALLY 0 � .. SPACED/CENTERED IN 2x4 #2 SPF STUDS @p U) W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z 0 ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE LO O STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE32" ATTACHED TO TRUSSco NAILS NAILS t_tBELOW (OTHERWISE F- Lo 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d ? 04 24" O.C. W/ (2) 12d MAX. 4'4" ABOVE FLOOR i TOENAILS @ BOTTOM) O a J Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X _j W U SLICE CUT PLYWOOD 24 O.C. W/ (2) 12d NOTCH FLOOR ( / (2) w U 0 0 FLOORING FOR STRATH TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. z 2 W � Q O = ACCOMMODATE 2x CONT. BRACE & 10d co O "� H 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO W 2x4 #2 SPF SILL PLATE NOTCH SILL AND 1 Od NAILS @ 4" O.C. _ -_ FLOOR SHEATHING W W/ (2) 1 O NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 — -- w O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS() TO SLIDE DOWN TO I W/ 2 Y4"x3" SDS U STRUCTURAL ENG - CFG /BAD --- (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY � DRAFTING: STRAP (1 EA. SIDE OF __ SPACED & CENTERED -STRUCT: JRH STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS -- TO TRUSS W/ (3) X" x 3.. L -BRACE @ 6'-0" O.C. & Q QC CHECK: -CC FLOOR BEAM CONDITION FLOOR BEAM SEE SDS WOOD SCREWS @ ANY OPENING ��b'�k�. 1=- JOB No. TM - 2151644 BASE PLATE PER FLOOR PLANEQUALLYs NOTE: PLAN SPACED/CENTERED uk z - ---- LU SCALE. AS INDICATED ATTACHED PER PLANT 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-314" IN TRUSS SEE PLAN S C�� 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE �c�ti, W DATE. 02/12/2016 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS W STO1 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL TOGETHER 12d AT 4" O.C. rSTO3� HANDRAIL CONNECTION AT FLOOR TRUSSES y (2) PLY BEAM USING (2) NAILS SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO (FLOOR I=- 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. �IIIIIIIIII�� r # 1 6 " 4 1 UNDER BEAMS LESS THAN 2x12) mm" 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, duplications, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.