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344 Red Rose Ln 16-3124 (a)COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING ALUMINUM OVER 2x6 5U5 FA5CIA 5HINGLE ROOF,ELECTRIC HEAT, 50 GAL, ELECTRIC W.H., 200 AMP SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI GENERAL CON5TRUCTION NOTE5; CHAPTERS AND 5ECTION6 REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOU75 WITHIN TH16 SET OF DRAWINGS REFERENCING LUMBER 517ES OR WALL THICKNESS ARE TO BE CON51DERED "NOMINAL DIMENSIONS` OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE v -B CLASSIFICATION. r EXTERIOR WALL ENVELOPE: BUILDER 15 RE5PON5IBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THI5 SECTION, INCLUDING BUT LOT 12 HORNBROOKE 50 S NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: 1 THE GARAGE 5HALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 112 INCH (121 mm) GYPSUM BOARD APPLIED TO THE GARAGE 511DE GARAGES BENEATH " HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A EDEN 111-3422 ELEVATION B FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE65 THAN 112 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FS.C.R. • 5TH EDITION (2014) 8102.3.5. EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT 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 GARAGE LEFT' SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND ASTM C 926. PER FB.C.R. 5TH EDITION (2014) 8103.61.1 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 SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) R103b3 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 FB,C.R. 5TH EDITION (2014) R103.6.5 OR IN TAYLOR MORRIS,ON ACCORDANCE WITH A5TM C 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION ORA LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN B45E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE S 5 I5 REDRAW NOTES 10-11=16 CREATED LOT 5PECIFIC PLAN FOR LOT 12 IN THORNEBROOKE 50'5, ELEVATION "B" GARAGE LEFT Wi PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 INSERT, BEDROOM 11.0, DEN, 5HOWER I,L.O, TUB ATE BATH 2,12" DEEP CA5INET5 .AT KITCHEN 15LAND, TRAY CEILING AT LIVING ROOM AND LOFT, OUTDOOR KITCHEN ELECTRIC ROUGH -IN UJ/ CMU WALL, RADIANT BARRIER, MA50NRY FOAM INSULATION; R-35 INSULATION, (2) FLOOR OUTLET5 (1) AT FAMILY ROOM AND (1) AT LOFT, VENT HOOD TO OUT5IDE, POOL/5PA PRE -QUIRE, UNDER CABINET LIGHTING AT KITCHEN, 4 CABLE OUTLETS, (2) CABLE TU55, (2) PHONE JACKS, (3) HIGH BAR PENDANT PRE -WIRE, (5) CEILING FAN PRE -WIRE, AND (5) RECE55 CAN5=(4) AT FAMILY ROOM AND (4) AT LOFT, REVISION NOTES CON IpERED A CONTROL JO NT . EGRESS: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: PLAN REVISIONS DRAWING INDEX 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO 12-09-16 COMPLETED REVI51ON5 TO INCLUDE: QREMOVED ALL NOTE5 FOR GA5 AT THE OUTDOOR KITCHEN GRILL. Q REMOVED ALL NOTE5 FOR GA5 AT THE DRYER, A ADDED OUTLET BY FRONT DOOR, 51 S �c x 0 w 150 STATE STRFE-C EAST OL.DS5MA& FWRIDA 34677 813.925.1300 TEL 813, 925. 1800 FAX W W W,DAVISBEW&COM TAMPA • DENVER. C U to THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SUKrACE OF THE EXTERIOR WALL FINISH, APPROVED CDRR00N-REISTANT FLASI HNG SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. COV - GENERAL NOTES, INDEX, SPECIFICATIONS WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN IN57ALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 1 - SLAB INTERFACE PLAN MANUFACTURER FOR EACH WINDOW. 2A1 - MAIN FLOOR PLAN NOTES THE OPENING . GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID GORE (S.C.) OR HONEYCOMB CORE STEEL DOORS 2A2 - MAIN FLOOR PLAN DIMENSIONS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE FLOOD ZONE REQUIREMENTS; 2 B 1 UPPER F LOO R P I /\ N N OTE�.7 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2B2 - UPPER FLOOR PLAN DIMENSIONS ASPHALT SHINGLES (IF APPLICS.- AS I. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R9052b.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UN175 HORIZONTAL (2.12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS 2C INTERIOR ELEVATIONS/ STAIR SECTION / DETAILS HLYPE IV OR DND LE55 THAN FOUR 6151 15 REQUIRED INNITS VERTICAL ACCORDANCE IN SECTIONRHORIZONTAL (4:12), )LAYERS UNDERLAYMENT COMPLYING . RROOFSL PES FROM FOUR UNI5 VERTICAL1TH S PE I OR TYPE 11, A6TMI D N 12UNI SHORIZONTAL (4:12) AND GREATER, ONE LAYER OF II OR J B 1 - FRONT E L E V ATI O N UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV R A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89051.1. CLAY AND CONCRETE TILE (IF APPLICABLE) ; 3 B 2 - E L EVATI 0 N S, ROOF PLAN, BUILDING S ECTI 0 N THE N5TAILLATION OF CLAY AND CONCRETE TILE RECOMMENDATION OF FR5A/TRI FLORIDA HIGH WINE)C CONCRETE AND CLAY ROOF TILE INSTALLATION MANUA LL BE IN ACCORDANCE EDITION WHERE THE VASA 15ITH THE RINSTALLATION INSTRUCTIONS, DETERM NED IN ACCORDANCE WIT SECTION R301213 3B3 -FLASHING DETAILS OR THE RECOMMENDATIONS OF RAS 115, 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 890533 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vaso IS DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,IIS OR 120, 3 64 -FLASHING DETAILS CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE): I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE NIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" NIGHER 4A - MAIN FLOOR ELECTRICAL PLAN THAN THE ROOF OR RIDGE THAT IS 10'-0" AWA1 OR CLOSER. 4B - UPPER FLOOR ELECTRICAL PLAN TUB AND 5HOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A57M 01288, 01325, OR CII18 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 SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U5ING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. SHA DISCHARGE A7 AST 1 FOOT REVIEWED FOR CODE COMPLIANCE 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTSLLD RGE LE ,- (305 mm) AWAY FROM THE STRUCTURE 5IDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH PLANS EXAMINER EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. if t DATE � MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. SANFORD BUILDING DIVISION 2, MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER A PERMIT ISSUED SHALL BE CONSTRUED TO BE A PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES LICENSE TO PROCEED WITH THE WORK AND NOT AS (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 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 mm) SHEET STEEL ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONSTRUCTION OR VIOLATIONS OF THIS CODE 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113, COMPACTION TEST EXHAU5T FANS AND VENTING: REQUIRED (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y6TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE ,results to be Verified VENT OR CRAWL SPACE. at Slab Inspection 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH ��c DINC 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 W DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF SAS PORC► THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAU57 LOCATIONS IN ACCORDANCE WITH AMIGA STANDARD 550 IN FBG. 2 4 ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE51`005LITY TO REvIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15GREPANGY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CON5TRUC7ION CORRECTION / REVISIONS. ANY REV1510N5 R 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 RE6PON5I15LE. REV. 09.49.2016 51 S �c x 0 w 150 STATE STRFE-C EAST OL.DS5MA& FWRIDA 34677 813.925.1300 TEL 813, 925. 1800 FAX W W W,DAVISBEW&COM TAMPA • DENVER. C U to MN^ O N M M , r V oNJcn tV ` LL • 00 n 4 J O 3�ELLr ro� ro*'m � ror; � Z0�a JW NUMBER 26002.243 CAD RLE LOT 12 78 ISSUED 10-17-16 RENSED /2-09-16 �c x 0 w 150 STATE STRFE-C EAST OL.DS5MA& FWRIDA 34677 813.925.1300 TEL 813, 925. 1800 FAX W W W,DAVISBEW&COM TAMPA • DENVER. C U to MN^ O N M M , r V oNJcn tV ` LL • 00 n 4 J O 3�ELLr ro� ro*'m � ror; � Z0�a JW NUMBER 26002.243 CAD RLE LOT 12 78 ISSUED 10-17-16 RENSED /2-09-16 Uj a: � M 00 °z W U re°' 'Irrrrrr®®s i W�� •®°• •®®® ''' i�O• = LLI to U o d Z C/)0 0 k �9 • •• rNrrrn►�� Z W 0 N 3422 DAVIS BEWS DESIGN GROVP 150 STATE STRFE-C EAST OL.DS5MA& FWRIDA 34677 813.925.1300 TEL 813, 925. 1800 FAX W W W,DAVISBEW&COM TAMPA • DENVER. EST. 1994 Uj a: � M 00 °z W U re°' 'Irrrrrr®®s i W�� •®°• •®®® ''' i�O• = LLI to U o d Z C/)0 0 k �9 • •• rNrrrn►�� Z W 0 N 3422 _ II 1'_11 Il 1,1119::_11111 L _ A/C PAD NOTE: GAS 5TU5 OUT TO BE THRU WALL A5 WELL RUN PREPLUMB SUPPLY FROM UI` 5LA5 AND 5TU5 THRU WALL AND FIN15H W/ COVER PLATE O.D.K. PLUMBING STUB OUT DETAIL 53'-/T 11 2'-011 t N.B. 691-011 81.011 41-411 51.611 21-411 I'-211 ..1'-211 . G.C. VERIFY ELECTRICAL ROUGH -IN FOR OUTDOOR KITCHEN 10'-0" tLLVAiiON/ l ) 0'-5 1/2" it 8'-0'1x3'-011 A/C PAD PAVER DRIVE / LEAD WALK SLAB INTERFACE PLAN GARAGE LEFT • X co DAVIS BEWS Lo V 0 DESIGN GPOVP a" G.M.U. WALL ABV. 150 STATE STREET FAST OLD&WJt, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX N' h TAMPA • DENVER EST. 1994 0N�M N m .>;JM L L. L. o • 0 - 9ti J O 0 c0 �Lro;,, r = ;: m o � Zr�d �n -6 3"X3'-6° ' 3' PAD DRAIN BY PLUMBER c4 OPT. OFT.PROVIpE WATER 3/4" CONDENSATION _ = = LINE FOR ICE MAKER 25'-0I/2" � 31'•11/2" �__ 15'-211 2 111 - - R� VIDE D.W. W/ D15P 4" P,,/.C,, _ - IN A5 FOR �F d 15LAND ELECTRIC \ / F 7) _ �� _ UPPER FLOOR LINES FROM Lu L PITCH K' -' AIR HANDLER -� n F -1 _ L_J Lu - 7-rr II -211 II -211 � -4" I�,] 3/4" RECE55 FOR ENTRY DR. I I II 1 11 II I -4 2 4 3'-4" H. AFF. 11'-811 5'-411 CONC. BASE s 382 s v 21'-4" v d ELEVATION AT 0'-0" (ASSUMED) PITCH 6 2° DRAIN BY PLUMBER I/a" / FT, (VERIFY) 3/4" CONDENSATION 01 d- «, G.G. VERIFY ACRYLIC n `L ® P.V.G. wuj - - 44" -?'� ON LANAI s, _ FLOOR OUTLET — - - - - _ PITCH - TO DRAIN I LU (VERIFY LOCATION) LAV.LAV. �� n I---- C J._ UPPER FLOOR -JJ" ------------------ --------------------G. - - LINES FROM AIR HANDLER IIr 10 -0 161-101, II II II 1'-6 2.6 I -1 16 -111 11 19 4 a - I GAS GRILL I I IS" H. W.N. METAL 5TANp W/ HOOD ROUGH -IN ` I 811 2'-a11 2'-10" 2'-10"11-511 11'-411 I 51.011 16'-8" 1'41 I 2' -1011 -LINE OF 3" STEEL Fa UNDER 6i BAR SINK = �n -ITSHOWER coo I I I 1� PIPE FOR CONCRETE - 5OLLARD ABY, u / GA5 � W CAB, REF. �ziI ROUGH -IN 2xa WALLA RECEILLISS � I IS W.H./ d ROUGH -IN I I I I N a" G.M,U, WALL ABV. G.C. VERIFY ELECTRICAL ROUGH -IN FOR OUTDOOR KITCHEN 10'-0" tLLVAiiON/ l ) 0'-5 1/2" it 8'-0'1x3'-011 A/C PAD PAVER DRIVE / LEAD WALK SLAB INTERFACE PLAN GARAGE LEFT JOB NUMBER 26002.243 CAD FILE LOT 12 TB ISSUED 10-17-16 REVISED • X co DAVIS BEWS Lo V 0 DESIGN GPOVP 150 STATE STREET FAST OLD&WJt, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX N' h TAMPA • DENVER EST. 1994 0N�M N m .>;JM L L. L. o • 0 - 9ti J O 0 c0 �Lro;,, r = ;: m o � Zr�d JOB NUMBER 26002.243 CAD FILE LOT 12 TB ISSUED 10-17-16 REVISED • SHEET • r - 16 - DAVIS BEWS DESIGN GPOVP 150 STATE STREET FAST OLD&WJt, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 • SHEET • TAPERED COLUMN T.O.M2 - 26 5H. VENT HOOD ON 3'-4" H. LONG. NHB,HD. AT 8 -0 . TO EXTERIOR i-11 BA5E (TYP.) 11 11 9 -4 P�� - O.H.C. _ - - - O - O.H.G - — i/2 36 5H. I/2 36 5HI FE -1 I TYPICAL MASONRY 914 H.B. DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVLSBEWS.00M TAMPA • DENVER. 0 0MN' WINDOW WIDTHS *EGRESS STAND AFF, 20" 27" 31" 53" V) .0R1', �7 WINDOW CALL -OUTS r G.C. VERIFY LOCATION AND 0 26" 12 5H 1/2 32 5H 22 5H 32 5H w 0� h = 39" 13 514 I/2 33 5H 23 5H 33 5H t W J Lo_m p 51" u 14 5H 1/2 34 5H 24 5H 34 5H G,C, VERIFY EXTERIOR 0-20 R .4 ® z 63" 0 15 5H 1/2 35 514 25 5H 35 5H 12" 16 5H 1/2 36 5H 26 5H 36 5H VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, ul)G.C. Lu Lu WINDOW 51XE5 AND IN5TALLATION MAY VARY PER 0 MANUFACTURER AND 5PECIFICATION5, z • REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5E0 (51NGLE HUNG -51-1, C45EMENT- C511T, OR FIXED 6LA55- F.G.) TAPERED COLUMN T.O.M2 - 26 5H. VENT HOOD ON 3'-4" H. LONG. NHB,HD. AT 8 -0 . TO EXTERIOR i-11 BA5E (TYP.) 11 11 9 -4 P�� - O.H.C. _ - - - O - O.H.G - — i/2 36 5H. I/2 36 5HI FE -1 JOB NUMBER 26002.243 CAD RLE LOT 12 TB ISSUED 10-17-16 RENSED 12-09-16 I IMF"" K �o 914 H.B. DAVIS BEWS DESIGN GROVP U too to 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVLSBEWS.00M TAMPA • DENVER. 0 0MN' J *EGRESS STAND AFF, 8'-0"x3'-0" �I .0R1', �7 A/C PAD G.G. VERIFY RADIANT G.C. VERIFY LOCATION AND BARRIER 00 0� h 0 " C Q GC, VERIFY R 38 t W Lo_m EcomN G,C, VERIFY EXTERIOR 0-20 R .4 JOB NUMBER 26002.243 CAD RLE LOT 12 TB ISSUED 10-17-16 RENSED 12-09-16 hLJ P1' N.a...C 00 00 3'-6"x3'-6" 3'-6"6-6" �OPT. I I HD, AT 8'-0" HD. AT 8.0" _ Q Z I I 9'-4" FLAT CLG. (� A/C PAD A/C PAD RANGE PREF. ( I 10'-0" FLAT CLG. 36" N. I r/ / t Lu °d n' W/ HOOD ( II — ._.� — RAILING I � �' a OPT. GOURMET 9 I aCH AN CLC. (A I I LINE OF SECOND I I I I FLAT HEADER co u"' KITCHEN \ A -ARCH FROM I II AT 8.4 AFF, BRKFST SINK f TILE IPL 8' 0" TO 8' 8" FLOOR ABV. " " D.W. W/ D15P +1 DINING I LIVING ROOM PORCH I ®�� ,,, 10 –o x12 –o 0 9'-4" FLAT CLG. / 13'-0"x12'-0" I I Ln 15'-4"x12'-0" a 8 -0"x13'-4" I ®` �, •, ,�� A I / I EE) 9'-4" FLAT CLG. I II I 10'-0" TRAY CLG. I .Q 9'-4" PLT. HT.I 36" H. RAILING '� d +•�'•o��cj�G N _ _ _ — 2x6 WALL FLOOR I I I W : O 12 x I I I ARCH FROM I w • -"� a y�ss DEEP CABINET5 - - - - - - - L NESUPPEP ROM I I .. W $ T - - - - - - - AIR HANDLER " FLAT HEADER .� .�% q I I 8'0 TO8 8 I y• o q `� AT 64' AFF. .. �.•> � .� a, ARCH FROM I I I - I :i i '•• o I V-0" TO V-8" FLUSH FRAME - s�''6,c9 �® •••.•.• 36" H. 34" H. - -25 - - - - - I I - - --A TO FURRING a i��s Ro COUNTERTOP KNEE WALL - - - - - - - - -------------- ----- -- ---, �- 0 CEILING CPT. TILE B ' �� I, ^AA 9.4 2 STORY PAVERS 3B2 TO.M. .--�____� — CLG. CLG. 3-0x8-0 G.C. VERIFY GLASS i I II -0 36" N. CONTINUOUS TEMP. FR. DR. I T,OM. STAIR DATA: NEWEL POST 36" 4 GRASPABLE INSERT FOR FRONT FLAT HEADER IS RISERS AT TYP. t�AILG RAILING FLOOR ABv.LINE OF ONO TOUFURRINGE DOOR. AT 6.4" AFF. AFF. 2x8 WALL o I 10.00" TREA05 9'-4" S RY LANDING9'-4" 2 8x6-8CLG.L 36„ H CLG. CPT. TILE RAILING LOW WALL WALL5 UNDER LINE OF SECOND 0 STAIR PARTS MUD ROOM FLOOR ABv. REFER TO SHEET I ,4 I 2A2 FOR MAIN FLOOR 5TORAGE - - = g' 4 o I I PLAN W/ DIMEN510N5 LANAI UNDER R/5 CLG. GARAGE 10'-0"x26'-8" STAIRS 19 -4"x19 -4 9'-4" PLT. HT. a�s� I I I Z6J BENCH 9 -4 PLT. HT. I z W G.G. VERIFY FAMILYROOM o I ._WALK PAVER DRIVE ACRYLIC LAV. LAV. LEAD � o, / ' ON LANAI 9'-4" FLAT CLG. I INSULATE I GPT. TILE TILE GPT, 2x6 WALL WALLS r*4 g 4 UPPER FLOOR J I e I 2-&6-a GLG. LINES FROM INSULATE AIR HANDLER I I — — J T.O.M. LEGEND Z [GR BEDROOM 5 ASV. _` 9' 4" 13'-4"x12'-0" STORAGE _ I r-� is s K <n � � IN OF S CON GLG. 9'-4" FLAT CLG. LINE E D II' -0" TDM. >= 61 v, FLOOR ABV. G ' T.O.M. / L II ' -0" TEMP. I- A55 LINE OF 3" STEEL I 0 OD7_lePIPE FOR CONCRETE I DE5IGNATE5 LOW WALL GH IN BAR — sOLLARD G.M.U. MASONRY AT 3'-4 AFF. UNDER 51NK '� ILE TI I L - - - - - - - - - SHEARWALL T.O.M. CAB. REF. ROUGH -IN 5HOWER W.N. 9-4 ROUGH -IN `v A.F.F. 16 xl -4" OPENING 26 5H,26 HD. AT 6.0" 5H. 2 - 26 5H. 914 H.B. DAVIS BEWS DESIGN GROVP 9 -4 , HD. AT 8'-0" 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVLSBEWS.00M TAMPA • DENVER. EST. 1994 hLJ P1' N.a...C 00 00 3'-6"x3'-6" 3'-6"6-6" �OPT. I I HD, AT 8'-0" HD. AT 8.0" _ Q Z I I 9'-4" FLAT CLG. (� A/C PAD A/C PAD RANGE PREF. ( I 10'-0" FLAT CLG. 36" N. I r/ / t Lu °d n' W/ HOOD ( II — ._.� — RAILING I � �' a OPT. GOURMET 9 I aCH AN CLC. (A I I LINE OF SECOND I I I I FLAT HEADER co u"' KITCHEN \ A -ARCH FROM I II AT 8.4 AFF, BRKFST SINK f TILE IPL 8' 0" TO 8' 8" FLOOR ABV. " " D.W. W/ D15P +1 DINING I LIVING ROOM PORCH I ®�� ,,, 10 –o x12 –o 0 9'-4" FLAT CLG. / 13'-0"x12'-0" I I Ln 15'-4"x12'-0" a 8 -0"x13'-4" I ®` �, •, ,�� A I / I EE) 9'-4" FLAT CLG. I II I 10'-0" TRAY CLG. I .Q 9'-4" PLT. HT.I 36" H. RAILING '� d +•�'•o��cj�G N _ _ _ — 2x6 WALL FLOOR I I I W : O 12 x I I I ARCH FROM I w • -"� a y�ss DEEP CABINET5 - - - - - - - L NESUPPEP ROM I I .. W $ T - - - - - - - AIR HANDLER " FLAT HEADER .� .�% q I I 8'0 TO8 8 I y• o q `� AT 64' AFF. .. �.•> � .� a, ARCH FROM I I I - I :i i '•• o I V-0" TO V-8" FLUSH FRAME - s�''6,c9 �® •••.•.• 36" H. 34" H. - -25 - - - - - I I - - --A TO FURRING a i��s Ro COUNTERTOP KNEE WALL - - - - - - - - -------------- ----- -- ---, �- 0 CEILING CPT. TILE B ' �� I, ^AA 9.4 2 STORY PAVERS 3B2 TO.M. .--�____� — CLG. CLG. 3-0x8-0 G.C. VERIFY GLASS i I II -0 36" N. CONTINUOUS TEMP. FR. DR. I T,OM. STAIR DATA: NEWEL POST 36" 4 GRASPABLE INSERT FOR FRONT FLAT HEADER IS RISERS AT TYP. t�AILG RAILING FLOOR ABv.LINE OF ONO TOUFURRINGE DOOR. AT 6.4" AFF. AFF. 2x8 WALL o I 10.00" TREA05 9'-4" S RY LANDING9'-4" 2 8x6-8CLG.L 36„ H CLG. CPT. TILE RAILING LOW WALL WALL5 UNDER LINE OF SECOND 0 STAIR PARTS MUD ROOM FLOOR ABv. REFER TO SHEET I ,4 I 2A2 FOR MAIN FLOOR 5TORAGE - - = g' 4 o I I PLAN W/ DIMEN510N5 LANAI UNDER R/5 CLG. GARAGE 10'-0"x26'-8" STAIRS 19 -4"x19 -4 9'-4" PLT. HT. a�s� I I I Z6J BENCH 9 -4 PLT. HT. I z W G.G. VERIFY FAMILYROOM o I ._WALK PAVER DRIVE ACRYLIC LAV. LAV. LEAD � o, / ' ON LANAI 9'-4" FLAT CLG. I INSULATE I GPT. TILE TILE GPT, 2x6 WALL WALLS r*4 g 4 UPPER FLOOR J I e I 2-&6-a GLG. LINES FROM INSULATE AIR HANDLER I I — — J T.O.M. LEGEND Z [GR BEDROOM 5 ASV. _` 9' 4" 13'-4"x12'-0" STORAGE _ I r-� is s K <n � � IN OF S CON GLG. 9'-4" FLAT CLG. LINE E D II' -0" TDM. >= 61 v, FLOOR ABV. G ' T.O.M. / L II ' -0" TEMP. I- A55 LINE OF 3" STEEL I 0 OD7_lePIPE FOR CONCRETE I DE5IGNATE5 LOW WALL GH IN BAR — sOLLARD G.M.U. MASONRY AT 3'-4 AFF. UNDER 51NK '� ILE TI I L - - - - - - - - - SHEARWALL T.O.M. CAB. REF. ROUGH -IN 5HOWER W.N. 9-4 ROUGH -IN `v A.F.F. 16 xl -4" OPENING 26 5H,26 HD. AT 6.0" 5H. 2 - 26 5H. 914 H.B. HD. AT 8'-0" 9 -4 , HD. AT 8'-0" . AT 6.0" HDIS N. METAL W.N. *EGRESS STAND AFF, 8'-0"x3'-0" A/C PAD G.G. VERIFY RADIANT G.C. VERIFY LOCATION AND BARRIER PRE -WIRE FOR POOL AND 5PA GC, VERIFY R 38 INSULATION HATCHING LEGEND G,C, VERIFY EXTERIOR ® CMU INSULATION. LOAD BEARING WALL INSULATE WALL MAIN FLOOR PLAN NOTES SCALE: 1/4" = 1'-0" 3422 , T1nL MAIN FLOOR PLAN NOTES SHErT .2A1 • JOB NUMBER 26002.243 • CAD FILE LOT 12 TB ISSUED 10-17-16 REMISED t DAVIS BEWS DESIGN GROW x m TAMPA •DENVER EST. 1994 to Lo J 'O 0 :i do N �A V/ ON�M sm N a) L >_ JM L o�LL 0 0 ro= 0 c0 U. 0 rn 4wo*'w N ro O 0 Z 2° • JOB NUMBER 26002.243 • CAD FILE LOT 12 TB ISSUED 10-17-16 REMISED w a: co cm oo r / 0 r v1 O >uj Z LL.rrriror *smell e0l s+� W : 2 •� V Z', �. 0 // /4,11111 0 V z o� N J J 3422 MAIN FLOOR PLAN DIMENSIONS SHEET 2A2 GARAGE LEFT t DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA •DENVER EST. 1994 w a: co cm oo r / 0 r v1 O >uj Z LL.rrriror *smell e0l s+� W : 2 •� V Z', �. 0 // /4,11111 0 V z o� N J J 3422 MAIN FLOOR PLAN DIMENSIONS SHEET 2A2 GARAGE LEFT PROVIDE PAN AND DRAIN UNDER A.H.U. --i YGN1 HD. AT 1'4' LUAU WALL UNUkK COUNTERTOP CLEAR OPENING HE16HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERA15LE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER FS.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVIGE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.CR. - 5TH EDITION (2014) 83122 42" H. RAILING FLAT HEADER AT 6-0" A.F.F. 42" H. RAILING TYPICAL WOOD FRAME x DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE 150 STATE STR.<=ET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 J E1.. 813. 925. 1800 FAX W W W.DAVISBEWSCOM TAMPA • I7EIWER - LO V rtoo WINDOW WIDTHS 0 J I" 20" 24" 36" 45" ul) WINDOW CALL -OUTS L L7 20" 1515 F.G. 2015 F.G. 3015 F.G. 4018 F.G. L °I'LL 24" = 1520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. p J 36" ;5 1530 5H 2030 5H 3030 5H 4030 5H Erm 1 E�>4 .tcc0 Z 45" 0 1540 5H 2040 5H 3040 5H 4040 5H I --I z Z�22 60" 3: 1550 5H 2050 5H 305® 5H 4050 5H 12" 1560 5H 1 2060 5H 1 3060 5Hf 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, LJJ � WINDOW 517E5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. z • REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUN6-5H, CASEMENT- C5MT, OR FIXED GLA55= F.G.) YGN1 HD. AT 1'4' LUAU WALL UNUkK COUNTERTOP CLEAR OPENING HE16HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERA15LE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER FS.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVIGE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.CR. - 5TH EDITION (2014) 83122 42" H. RAILING FLAT HEADER AT 6-0" A.F.F. 42" H. RAILING " NUMBER 26002.243 CAD nLE LOT 12 7B ISSUED 10-17-16 LENSED 12-09-16 x DAVIS BEWS DESIGN GROVP C 150 STATE STR.<=ET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 J E1.. 813. 925. 1800 FAX W W W.DAVISBEWSCOM TAMPA • I7EIWER - LO V rtoo 0 J I" N„ 60 00 0 L >>JM L L °I'LL 0 0 `3 ` N .r _j N c Erm 1 E�>4 .tcc0 N L 0 . 0 6.0 i *+ Z�22 " NUMBER 26002.243 CAD nLE LOT 12 7B ISSUED 10-17-16 LENSED 12-09-16 UPPER FLOOR PLAN NOTES GARAGE LEFT • 777LE • UPPER FLOOR PLAN NO7E'S • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STR.<=ET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 J E1.. 813. 925. 1800 FAX W W W.DAVISBEWSCOM TAMPA • I7EIWER - -_- EST. 1994 cam® UPPER FLOOR PLAN NOTES GARAGE LEFT • 777LE • UPPER FLOOR PLAN NO7E'S • SHEET • I I I 11 ILII III 61: lid I I I l UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT JOB NUMBER 26002.243 CAD FILE LOT 12 TB ISSUED 10-17-16 REVISED x 0 w y DAVIS BEWS DESIGN GROW LO U r0 Lo TAMPA •DENVER EST. 1994 �--�- 0 J 0 eoN' h ONc�Cl) am 0) Lm C%i M N La L • 00 cao _0RC0 LL��O N O U) 0 400 1 Z`r'�� JOB NUMBER 26002.243 CAD FILE LOT 12 TB ISSUED 10-17-16 REVISED uj co Pl m c 00 co a Z uj C> `,��+9111181/lis to J .� Lu C'D !: S U o ¢ • T `,•• W 0 N i- 3422 y DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLL7SMAR, FLORIDA 39677 813.925.1.300 TEL 813 ., 925.1800 FAX VWVW.DAVISBEWS.COM TAMPA •DENVER EST. 1994 �--�- uj co Pl m c 00 co a Z uj C> `,��+9111181/lis to J .� Lu C'D !: S U o ¢ • T `,•• W 0 N i- 3422 TRUSSES liwul-MI IV]I ATTIC ACCESS DETAIL SCALE: 1/2" = 1'-0" 42" H. LOW WALL OR ----- RAILING (GG. VERIFY) FLASHING BY-\ PL.i-DEK 5/4X4 AZEK OR EQUAL 3/8" SEALANT BEAD — STUCCO "J" MOULD STUCCO FINISH BITUTHANE / BUILDING ----- PAPER GONG. LINTEL— (SEE STRUCTURAL 51-IEETS) TOP RAIL TOP OF RAILING SHIM AS x BALUSTER DAVIS BEWS REQ'D, Lo oif CORIAN GAP TEMP. STYLE) 10 BE SPACED 50 A GLASS 813.925.1300 TEL 4" DIA. SPHERE CANNOT VERIFY ORIENTATION PLYWOOD PASS THROUGH ANY . OF SEAT WITH PLAN TUB DECK- -- I" CASING IS" N, —mak 2x STUDS (PER TILE SEAT I STP. BASE PLAN) i REJECT THE PA55AGE OF CABINET —1/16" 0.5.5. ID roC J 4 0 BACKING - -— _� -SHOWER �- 1/211 DRYWALL IL A 0 O OIL TOP OF DECK . !O pCO RAILING D ETAI L 2'0" - TUB / SHOWER CALI. TOP TYP. SEAT LOW -WALL DETAIL SCALE: 1/2" _ l'-0" 5C4LE: 1/2" = 1',011 TRUSSES liwul-MI IV]I ATTIC ACCESS DETAIL SCALE: 1/2" = 1'-0" 42" H. LOW WALL OR ----- RAILING (GG. VERIFY) FLASHING BY-\ PL.i-DEK 5/4X4 AZEK OR EQUAL 3/8" SEALANT BEAD — STUCCO "J" MOULD STUCCO FINISH BITUTHANE / BUILDING ----- PAPER GONG. LINTEL— (SEE STRUCTURAL 51-IEETS) TOP RAIL TOP OF RAILING x BALUSTER DAVIS BEWS (G.C. VERIFY Lo oif BALUSTERS SHALL STYLE) BE SPACED 50 A OLDSMAR, FLORIDA 34677 813.925.1300 TEL 4" DIA. SPHERE CANNOT 4" DIA. SPHERE TAMPA • DENVER PASS THROUGH ANY . OPENING UP TO A HEIGHT - OF 34" THE BOTTOM RAIL SHALL 2 DIA. SPHERE REJECT THE PA55AGE OF 3OTT. RAIL 0 0 ID roC J 4 0 A 2" DIA. SPHERE ro co 3�E IL A 0 O OIL TOP OF DECK . !O pCO RAILING D ETAI L SCALE: 3/4" - I'-0" BUILDING PAPER TO LAP OVER METAL FLASHING MIN. 2"x6", 26 GAUGE GALV. BONDERIZED "L -METAL" WEEP -SCREED FLASHING PLI-DEK SYSTEM RUN METAL LATHE TO IGG-ES E5R-2091 EDGE OF THE SLOPE 6" HORIZONTAL SURFACE �I/4" / FT. MIN. DRAPE "WRB" OVER 3/4" 055 SHEATHING EDGE AND DOWN PAST ' TRIM BD. — 2x. EXTERIOR FRAME i' WALL PLYWOOD DECKING FLOOR J015T5 PRE-ENGINEERED EXTERIOR FLOOR JOISTS OR 2x CONV. 8" G.M.U. WALL FRAMING NOTE: FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR PROPER FLASHING TECHNIQUES AND UNDERLAYMENT INSTALLATION. EXTERIOR DECK DETAIL ZSCALE: 11/2" - 1'-0" VpyER ARCHES STAIR NOTES: RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND 50TTOM RAIL OF A GUARD AT THE OPEN 51DE OF A STAIRWAY ARE PERMITTED TO BE A SUCH A 51ZE THAT A SPHERE OF 6 INCHE5 CANNOT PA55 THROUGH OPENINGS FOR REQUIRED GUARDS ON THE 51DE5 OF STAIR TREADS SHALL NOT ALLOW A 5PHERE 4 3/8 INCHE5 TO PA55 THROUGH HANDRAIL5 HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER, HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA 5 1/4" GRM MOULDING SMOOTH FIN15H W/ SEMI GLO55 PAINT 31/4" BASE BD. ("443) I ARCHWAY A SCALE: I/4" = 7 5 TREAD5 AT LANDING 10,00" EACH v 42" H. LOW WALL OPT, RAILING UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY 5OFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F5.C.R. 5TH EDITION (2014) 8302.1 LINE OF 3/4" PLYWD. 5TAIR5 BEYOND DECKING \ FLOOR 5Y5TEM LLL-� I NOSING �/ � (TYP.) Q NEWEL 10.00, z 2x8 JOIST (TYP,) POST (TYP.) I I �, "<' U ci a,o II �a U � s, 2x STRINGERS --'s a I I 'Ci STORAGE 2x TREADS AND o UNDER STAIRS I I Ix RISERS (TYP.) LANDING 10 TREAD5 AT 10.00" EACH STAIR SECTION 5CALE: 1/4" = 1'-0" ALL GUARDRAILS AND HANgRAILS TO COMPLY WITH F5C R301 AND TABLE 83015 PER F.5.C,R. - 5TH EDITION (2014). DETA JOB NUMBER 26002.243 CAD FILE LOT 12 T3 ISSUED 10-17-16 REVISED • x DAVIS BEWS Lo oif DESIGN GKOVP —j�0ca"0cMamN OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 0 . r L > PJM 0 0 ID roC J 4 0 ro co 3�E IL A 0 O . !O pCO i 00C N Z`7)20 JOB NUMBER 26002.243 CAD FILE LOT 12 T3 ISSUED 10-17-16 REVISED • i DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ILS TITLE • PLAN DETAILS • SHEET9 (" • GARAGE LEFT ---- 11/2" THICK 5AND FINISH KEY5TONE (IF APPLICABLE) RA15EID 5AND FIN15H TEXTURED BANDING = NOTE; TH15 DETAIL 5HOW5 THE TYPICAL T4CKNE55 J, OF ALL R415ED TEXTURED FINI5H BANDING AND 5AND FINISHED KEY5TONE5 (WHERE r > APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT L W 5PECIRG KEYNOTE CALL -OUT 1N5TALL4TION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH II THICK EDITION (2014) R103.6.1 AND 45TM C 1063, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R, - 5TH EDITION (2014) 8103.6.2 AND A5TM G 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5C4LE: 311 = 1'-0" CLEAR OPENING NEIGHT IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHE[) GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW P455AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDE[), 5HALL COMPLY WITH THE REQUIREMENTS OF 45TM F 2090 PER F.B.G.R. - 5TH EDITION (2014) 8312.2 ROUNDED TOP FOR WATER RUN-OFF PRE -FINISHED 5TYROFOAM N C� OR EQUAL BRACKET 411 FRONT VIEW SIDE VIEW BRACKET DETAIL A5CALE: 1": 11-011 12 6 12 G -SHINGLE 6� ROOF/ PLT, HT, 4" BANDING DECORATIVE- FIXED SHUTTER (TYPJ F.G. SCORED 5TUCGO FINISH COLUMN LINE 12 5EGOND F.F. LINE 6� 4" BANDING T T.D.M. DECORATIVE BRACKET(5EE DETAIL) (TYP.) _ COACH LIGHT (TYP.) r TEXTURED FIN15H MAIN F.F. LINE I" TYP. WINDOW/ DOOR TRIM DETAIL 5CALE: 1/2" : 11.61 51p INC 1�2\ 6 5HINGLE ROOF /SHINGLE ROOF/ i��r�� BANDING RAD FRONT ELEVATION r 5CALE; 1/4" = I'-0" �1 Lii -I 1'- III 12 411 ply pll FRONT VIEW SIDE VIEW SMALL DECORATIVE TYP. COLUMN BRACKET DETAIL DETAIL 5CALE; 1/2" - 1'-0" /SHINGLE ROOF/ 5CALE: 1/4": 14" G.C. VERIFY FASCIA CALL -OUT (TYPICAL) PLT. HTS M NEI ME No NEI 91 mill I 6ECOND FF, LINE 11 mill ROOF son Ill 5MOOTP 1L� MAIN F.F. LINE 36" H. RAILING TEXTURED FIN15H JOB NUMBER 26002.243 • CAD FILE LOT 12 TB ISSUED 10-17-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWARR, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENVER. x ro w CU 0N0 _j0 ci~' NMvA 63 > � j 04 Lm 60 • 00 �LL ro T� � J V � o CQ LN 0}0 O '�p Z�G� JOB NUMBER 26002.243 • CAD FILE LOT 12 TB ISSUED 10-17-16 REVISED Z w �Iz000 ,Z'eq. ' o z z e fid; •.� �"ttt 0000••...G� �•� ' �� \ �? , �firt, 0 z 1 N 1 3422 • TITLE • FRONT ELEVATION DETAILS SHEET ELEVATION "B" GARAGE LEFT 3B1 I I I I IF I I I I F1 I I I IF I I I I I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWARR, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENVER. EST. 1994 Z w �Iz000 ,Z'eq. ' o z z e fid; •.� �"ttt 0000••...G� �•� ' �� \ �? , �firt, 0 z 1 N 1 3422 • TITLE • FRONT ELEVATION DETAILS SHEET ELEVATION "B" GARAGE LEFT 3B1 I I I I IF I I I I F1 I I I IF I I I I I LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ---------- .------ - --- ATTIC AREA = 273 SQ, FT. / 300 = 0.91 SQ. FT, X 144 = 131 SQ. IN. REFER TO COVER SHEET REFER TO COVER 5HEET GENERAL NOTE5 FOR GENERAL NOTES FOR HALF AT UPPER 2/3 ROOF VENTS = 65.52 SQ. IN. ROOFING UNDERLAYMENT ROOFING UNDERLAYMENT # UPPER 2/3 ROOF VENTS REQUIRED =1 REQUIREMENTS FOR ROOF REQUIREMENT5 FOR ROOF HALF AT LOW SOFFIT / EAVE VENTS = 65.52 SQ. IN. PITCHE5 LE55 THAN 4:12 PITCHE5 LE55 THAN 4:12 ACTUAL SOFFIT VENTILATION = 157.7 SQ, IN. © * * * * * ----------------- - - - - - - - - - ---_-- C 10 I I 3:12 n 1 ------. 6:12 a I 6:12 L ( UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS I ATTIC AREA = 1918 SQ. FT. / 300 = 6.39 SQ. FT, I X 144 = 921 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 460.32 SQ. IN. OFF -RIDGE # UPPER 2/3 ROOF VENTS REQUIRED = 4 VENT (TYP.) Till L f I HALF AT LOW SOFFIT / EAVE VENTS = 460.32 SQ. IN• ACTUAL SOFFIT VENTILATION = 587.6 SQ. IN. I RIDGE RIDGE 6:12 - HATCHING INDIGATE5 1-rTi7'77/77RECE55 IN TRU55E5 FOR TRAY CLG. BELOW (TYP.) 4� I I 6:12 I u, 6:12 I — I I•0 TYP. OVERHANG AT HIP 6:12 yi° ;� MAIN ROOF �Q VENT REQUIREMENTS I i I VENTILATION CALCULATIONS ATTIC AREA = 376 SQ. FT, / 300 = 1.25 SQ. FT. i 1 I I X 144 = 180 SQ. IN. LLA HALF AT UPPER 2/3 ROOF VENTS = 90.24 SQ. IN. -- I 6:12# UPPER 2/3 ROOF VENTS REQUIRED =1 r r HALF AT LOW SOFFIT /EAVE VENTS = 90.24 SQ. IN. 6 12 9�, 6:12 i I _., - _ _ _ _ _ _ _ _ _ _. ACTUAL SOFFIT VENTILATION = 56.3 SQ. IN. Nj I - ACTUAL SOFFff VENTILATION = 0.0 SQ. IN. 5CALE: I/E" - I'-0" 11/2" THICK 5AND FIN15H KEY5TONE IIF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE: z TH15 DETAIL 5HOU5 THE TYPICAL THICKNE55 J, OF ALL RA15ED TEXTURED FIN16P BANDING AND 5AND FIN15HED KEY5TONE5 (WHERE X > APPLICABLE) IF THICKNE55 15 TO BE LIA DIFFERENT IT WILL BE CALLED OUT AT a SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.5.C.R. - 5TH 3/4" EDITION (2014) 8103.6.1 AND ASTM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.5.C.R. - 5TH EDITION (2014) R103L.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = I'-0" CLEAR OFFNIM.i kE1(IAT3 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN '12 INCHE5 ABOVE THE FINISNED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 45OVE THE FINI51HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5H4LL NOT PERMIT OPENING5 THAT ALLOW P455AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INGHE5 OF THE FINI5HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE5AND WINDOW GUARD5, WHERE PROVIDED, 5H4LL COMPLY WITH THE REQUIREMENT5 OF 45TM F 2090 PER F.5.C.R. - 57H EDITION (2014) 8312.2 REFER TO COVER 5HEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENT5 FDR ROOF PITCHES LE55 THAN 4;12 REFER TO COVER SHEET GENERAL NOTE5 FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHE5 LE55 THAN 4:12 (VERIFY W/ TRU55 MANUF.) 12 12 6� a 6 12 ROOF TRUSSES AT 24" O.C.-- (TYPICAL) TRAY CLG. nn ❑❑ BR. 3 ] LOFT GIRDER TRU55 12 CONIC 3 c 12 n n ❑ ❑ LINTEL - 2 FLOOR SYSTEM -►- BEAM :ILL k - L4 J iL PORCH L_L—] ROOM LFOYER 12 5HINGLE 6[� 2 ROOF * * * * * SHINGLE 6 ROOF_ �-JiAA y -___-- a GARAGE ROOF VENT REQUIREMENTS __ ~ z - 'Ilk VENTILATION CALCULATIONS ATTIC AREA = 63 SQ. FT. / 300 = 0.21 SQ. FT. - TYP. X 144 = 30 SQ, IN. OVERHANG 19 4" AT HIP HALF AT UPPER 2/3 ROOF VENTS = 15.12 SQ. IN. (CENTER OVER GARAGE) (U.N.O.) ROOF # UPPER 2/3 ROOF VENTS REQUIRED = 1 L•?JM HALF AT LOW SOFFIT / EAVE VENTS = 15.12 SQ. IN. ROOF PLAN 00 a J T O ACTUAL SOFFff VENTILATION = 0.0 SQ. IN. 5CALE: I/E" - I'-0" 11/2" THICK 5AND FIN15H KEY5TONE IIF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE: z TH15 DETAIL 5HOU5 THE TYPICAL THICKNE55 J, OF ALL RA15ED TEXTURED FIN16P BANDING AND 5AND FIN15HED KEY5TONE5 (WHERE X > APPLICABLE) IF THICKNE55 15 TO BE LIA DIFFERENT IT WILL BE CALLED OUT AT a SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.5.C.R. - 5TH 3/4" EDITION (2014) 8103.6.1 AND ASTM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.5.C.R. - 5TH EDITION (2014) R103L.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = I'-0" CLEAR OFFNIM.i kE1(IAT3 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN '12 INCHE5 ABOVE THE FINISNED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 45OVE THE FINI51HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5H4LL NOT PERMIT OPENING5 THAT ALLOW P455AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INGHE5 OF THE FINI5HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE5AND WINDOW GUARD5, WHERE PROVIDED, 5H4LL COMPLY WITH THE REQUIREMENT5 OF 45TM F 2090 PER F.5.C.R. - 57H EDITION (2014) 8312.2 REFER TO COVER 5HEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENT5 FDR ROOF PITCHES LE55 THAN 4;12 REFER TO COVER SHEET GENERAL NOTE5 FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHE5 LE55 THAN 4:12 (VERIFY W/ TRU55 MANUF.) 12 12 6� a 6 12 ROOF TRUSSES AT 24" O.C.-- (TYPICAL) TRAY CLG. nn ❑❑ BR. 3 ] LOFT GIRDER TRU55 12 CONIC 3 c 12 n n ❑ ❑ LINTEL - 2 FLOOR SYSTEM -►- BEAM :ILL k - L4 J iL PORCH L_L—] ROOM LFOYER 12 5HINGLE 6[� 2 ROOF * * * * * SHINGLE 6 ROOF_ PLT. HT. x ro 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM 0 "T'GCO N- N^ LFIN15H 5HINGLE m . r ROOF L•?JM 5ECOND FF. LINE 00 a J T O 0CC 0 �r-rn i0tN +. v to o o�cc�� ■ � ZGG,t MAIN F.F. LINE SECTION AA SCALE: 1/8" = I'-0" 12 �6 12 L-5HINGLE ROOF a 6 PLT, NT_ /_5TUCCO TEMP. OPEN FINISH 7 F.G. T 5ECOND F.F. LINE all _ SECOND F.F. LINE 12 Q6 /TE; XTURED 5HINGLE E ❑■ ISROOF 0 E L* - - - - _ MAIN FF. LINE GRADE LINE (A55UMED) LEFT ELEVATION 5CALE: 1/5" - 1'-0" REFER TO COVER 5HEET GENERAL NOTES FOR ROOFING UNDERLAYMENT 5HINGLE a6 REQUIREMENTS FOR ROOF 5HINGLE ROOF ROOF PITCHES LE55 THAN 4:12 12 6 * * * * PLT. HT_ PLT, HT, 5TUCCO ■ ■ 5TUCCO o, FIN15HE5HINGLE �? FIN15P a, �- * * ROOF * ;- SECOND_ F.F. LINE 8 T .M. BEYOND_ 03 _ SECOND F.F. LINE T.O.M. _ - T.O.M. _ a' E E TEXTURED - TEXTURED �• FINISH FIN15H co eQ MAIN F.F. LINE_ TEMP•L_j MAIN F.F. LINE GRADE LINE REAR ELEVATION (ASSUMED) SCALE: I/V = 1'-0" 5HINGLE ROOF 12 SHINGLE 12 �6 5HINGLE ROOF 12 12 ROOF 12 SHINGLE 6 6 a6 ROOF PLT, HT._ F PLT, HT, STUCCO STUCCO /5TUCCO FINISH OPEN � FINISH �l FINISH 7 12 -t �l 3� r 5ECOND F.F. LINE SHINGLE 8, 5ECOND F.F. L 2T.O.M.- - - - - ROOF - - T.O.M. - — — - 12 - ... ._.._... - — 6� - ZTEXTURED 0 TEXTURED FIN15H 7 �ro FIN15H MAIN F.F. LINEMAIN F.F. LINE 42" H. RAILING GRADE LINE (ASSUMED) RIGHT ELEVATION - SCALE: 1/8" = I'-0" t:LLVA I 1 " bI GARAGE LEFT • JOB NUMBER 26002.243 • CAD FILE LOT 12 TB ISSUED 10-17-16 REVISED x ro 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM 0 N- N^ N �N�M m . r L•?JM 5�E 00 a J T O 0CC 0 �r-rn i0tN +. to o o�cc�� ZGG,t • JOB NUMBER 26002.243 • CAD FILE LOT 12 TB ISSUED 10-17-16 REVISED d!J TAMPA •DENVER EST. 1994 LL 0) CIO V ) to 0 � ®z r. Lu ,2 OAIll I I till,.,LL �* rZ' •'�� k, LL �• 5 1111111111110 � 0 V) pmmq 0 0 0 I N 3422 • TITLE • SIDES AND REAR ELEVA77ONS ROOF PLAN BUILDING SECTION DETAILS J DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM �--�- d!J TAMPA •DENVER EST. 1994 LL 0) CIO V ) to 0 � ®z r. Lu ,2 OAIll I I till,.,LL �* rZ' •'�� k, LL �• 5 1111111111110 � 0 V) pmmq 0 0 0 I N 3422 • TITLE • SIDES AND REAR ELEVA77ONS ROOF PLAN BUILDING SECTION DETAILS LI _ IIL I_'. NI III L -1 BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTLE TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING 3 TAB 25 YR SHINGLE ON 15# FELT OVER ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A )ODEN ANG SILL PLATE SEE NOTE #2 ---/ I f A 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 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) --- - USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY - EXTERIOR SHEATHING FOLD UP WEATHER ^R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr eq �1 WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING - BARRIER i WEATHER / RESISTIVE BARRIER EXTERIOR SHEATHING SILL PLATE WINDOW) FLASHING-- 2 FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING ;r 2X4'S @ 16" OC BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE I I I I 20" FLOOR I I TRUSS I I I I I I I SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS � SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. (8 TRIM BOARD -STUCCO "J" MOLD /16" O.S.B. SHEATHING TEXTURED CEMENT -PLASTER FINISH 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. (� a- ao R703.2 WATER -RESISTIVE BARRIER .. �.,, ®z° ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 '`° FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O o c -J EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED Ln U. OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT ®rl►Ilirl// LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF 1eeee°°``•� WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE mow' REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. Q�t', "N11o= "� s w y4w i[ ccs aC R703.8 FLASHING ,. 2 " 0.: w APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT y •ti•. . w . ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING cy� '' k° COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR //1111111 FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND z CONTRACTION, ASTM C 1281, AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: W V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. r*4 ry 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. rmmi 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. FMI 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. L) Ilu 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 34221 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 15/32 O.S.B. SHEATHING x ro D- il DAVIS BEWS DESIGN GNOVP BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z TAMPA • DENVER. EST. 1994 FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIEDI i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR I BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE I AND DECK FLASHING. LKIQUID NAIL BRAND OR EQUAL I I EXTERIOR FINISH WATER PROOF CAULKING L-- I -- i PER BUILDER 6 oro CO i tLr �C4 PROVIDE SELF ADHERED Zr�v FLASHING LAPPING DOWN OVER RIM JOIST Z AND UP WALL BY 6" Z WATERPROOF MEMBRANEMoll 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) --- - USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY - EXTERIOR SHEATHING FOLD UP WEATHER ^R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr eq �1 WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING - BARRIER i WEATHER / RESISTIVE BARRIER EXTERIOR SHEATHING SILL PLATE WINDOW) FLASHING-- 2 FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING ;r 2X4'S @ 16" OC BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE I I I I 20" FLOOR I I TRUSS I I I I I I I SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS � SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. (8 TRIM BOARD -STUCCO "J" MOLD /16" O.S.B. SHEATHING TEXTURED CEMENT -PLASTER FINISH 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. (� a- ao R703.2 WATER -RESISTIVE BARRIER .. �.,, ®z° ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 '`° FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O o c -J EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED Ln U. OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT ®rl►Ilirl// LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF 1eeee°°``•� WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE mow' REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. Q�t', "N11o= "� s w y4w i[ ccs aC R703.8 FLASHING ,. 2 " 0.: w APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT y •ti•. . w . ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING cy� '' k° COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR //1111111 FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND z CONTRACTION, ASTM C 1281, AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: W V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. r*4 ry 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. rmmi 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >m PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. FMI 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. L) Ilu 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 34221 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. WAMW 26002.243 V&MdENAMEOT 12 TB /S (M 10-17-16 x ro D- il DAVIS BEWS DESIGN GNOVP U �0 TAMPA • DENVER. EST. 1994 0do-� 0 N (9 (o ■` r =j cm � � M L' 13 co • 00 J O 6 oro CO tLr �C4 r 0*'C4 � (D Zr�v WAMW 26002.243 V&MdENAMEOT 12 TB /S (M 10-17-16 FLASHING DETAILS • TI TLE • FLASHING DETAILS • SHEET D- il DAVIS BEWS DESIGN GNOVP 150 STATE STREET EAST C LDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER. EST. 1994 FLASHING DETAILS • TI TLE • FLASHING DETAILS • SHEET G r o u n d77 FOUNDATION WEEP SCREED EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL / COMPATIBILITY ° SELF nnueoen El neuiKin_ °V1° DO NO'1 ru,Qn vvF-n BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WATER RESISTANT BARRIER LATH SHEATHING STUCCO WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN -- OVER RIM JOIST AND UP WALL BY 6 IN. O CD SEAL TOPS OF JOISTS -- UNDER DECKING (SEE DETAIL WP07) / DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD of DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING ,y SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER ----- FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 1 SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF / THRESHOLD / SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING \ NAILING FLANGE SELF -ADHERED --- FLASHING SEAL TOPS OF JOISTS — - - *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WALL SHEATHING / /' /, "x ASPHALT SEALANT: ��//%j'j/;�'!'� ` EXTEND MIN. OF 6" �'�%�� OUTSIDE OF FLASHING / /j/%%! ...r- -- GALV. MTL _ CRICKET AS 'L' FLASHING SPECIFIED i BY PLAN �--` ROOF SHINGLES 6" j z Miy DIVERTER FLASHING DRIP EDGE FASCIA `- -ROOFING FELT FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH -HOLD EXTERIOR FINISH 2" ABOVE ROOF FLASHING - �- CAULKING TEXTURED, PAINTED _ UNPERFORATED �- VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED / \� MAINTAIN METAL FLASHING 3-1/2" - _ BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 1 1/2" TO 2" SELF -ADHERED FLASHING ABOVE ROOF —DECORATIVE FINIS CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING —DECORATIVE FINISH ALL INSIDE AND °�w g OUTSIDE CORNER WILL NEED TO BE MECHANICALLY FASTEN IF RUBBERIZED ASPHALT m �a �. MITER CUT AND RUBBERIZED NEEDED IN CORNERS ADHESIVE CEMENT PLASTER IN CAULKED ALL BUTT ASPHALT ADHESIVE ®°° ° ®°L JOINTS NEED TO BE THROUGH SELF -ADHERED ACCORDANCE WITH FLASHING SELF -ADHERED FLASHING — ®®�®® m° ° CAULKED USING _ ASTMC926 OVER WOOD �1°m v VULCUM CAULK FOR 2ND FLOOR ALL SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) / 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED CEMENT BLOCK FLANGE 1/2" WEEP v SCREED 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN WINDOW UNIT IN ACCORDANCE WITH ACCORDANCE WITH Ur0 ASTMC926 ASTMC926 -SLOPE 0.3 in: 12.0 in FELT BACKED METAL LATHE IN FELT BACKED METAL LATHE (0.6 cm : 30.5 cm) ACCORDANCE WITH IN ACCORDANCE WITH cl) a_ ASTMC1063 ASTMC1063 SELF -ADHERED FLASHING lT EXTERIOR BUILDING PAPER — BUILDING PAPER CEMT. FIN. 50# FELT OVER. _C .1.......... _ _. - ` ` ( Z l O1EO METAL FLASHING �, L T Z.._.... 7/16" O.S.B. BUILDING PAPER,' �� ---7/16" O.S.B. / SHEATHING r 0; r p .0 m SHEATHING ' WIRE LATH �.. KEEP TOP EDGE OF WEEP 0� Z��a METAL SCREED 2" BELOW TOP OF _ - WIDE STRIP OF ASPHALT VALLEY CENTERLINE ' FLASHING %/ BLOCK - -- - FLASHING w/TAR BETWEEN 31/2" --_ ROOFING SYSTEM IS CERTAINTEED LANDMARK TL ---CUT 2" DIAGONALLY OFF � RUN KICKOUT FLASHING 6 " _ UNPERFORATED �- VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED / \� MAINTAIN METAL FLASHING 3-1/2" - _ BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 1 1/2" TO 2" SELF -ADHERED FLASHING ABOVE ROOF —DECORATIVE FINIS CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING —DECORATIVE FINISH ALL INSIDE AND °�w g OUTSIDE CORNER WILL NEED TO BE MECHANICALLY FASTEN IF RUBBERIZED ASPHALT m �a �. MITER CUT AND RUBBERIZED NEEDED IN CORNERS ADHESIVE CEMENT PLASTER IN CAULKED ALL BUTT ASPHALT ADHESIVE ®°° ° ®°L JOINTS NEED TO BE THROUGH SELF -ADHERED ACCORDANCE WITH FLASHING SELF -ADHERED FLASHING — ®®�®® m° ° CAULKED USING _ ASTMC926 OVER WOOD �1°m v VULCUM CAULK FOR 2ND FLOOR ALL SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) / 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED CEMENT BLOCK FLANGE 1/2" WEEP v SCREED PLASTEROVER BLOCK 1ST SELF-ADHERED FLASHINGFLOOR ' I, :L900 INSIDE CORNER L . I ` l " i c�.a 1, INSTALL BOTTOM EDGE OF ® z SLAB WEEP SCREED 1" BELOW W .v FINISH FLOOR © 1 Ln In so 00000 �,v ,OPTIONADETAI00000 EXTER WALL FINISH — ASPHALT BASED ROOF CRICKET: \ / / CT' • 6-''L MIN: 3:12 SLOPE 6" X 18" H GALV. - SEALANT APPLIED NOTE: _ r OZ (REQUIRED AT FLASHING CONT. BEHIND FLASHING �- • 02, Q AND THE BUILDING PAPER AND W ;0, 0 1 L) ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP �� • , Z 0, �• (� LOCATIONS) -" �- AT ENTRY �-� ROOF MINIMUM OF 6" ABOVE METAL LATH MUST BE WEEP SCREED DETAIL >M VERTICAL RISE OF �° y • '%��` SHINGLES —��, ° � '•O•"" e FLASHING ATKNEEWALLco INSTALLED OVER THE TOP SCALE: NOT TO SCALE �' ••*•° 6"X18"HGALV. OF THE WEEP SCREED. neon . FLASHING CONT. — N SEALANT SHEATHING NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS _ / 1 AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. - _ FLASHIN SELF -ADHERED FLASHING PATCH FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES �` -- SHINGLE PER CONTRACT RGGF °AGK <yy / *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING i `;1010os so DECK JOIST OUTSIDE CORNER N OA FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING _-_ 6TO12 PER PLAN SPECS. 6" HIGH / �1\4 DIVERTER 6 FLASHING = j GALV. V FLASHING % TYPICAL. jROOFING FELT -� DRIP EDGE \\\,\�/ _-.___,__. FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TO\\\ 15# FELT WALL PER PLAN • • x m DAMS BEWS DESIGN GROVP Ur0 - � EST. 1994 0 J %0 N' do h rn 2 f cl) a_ CERTAINTEED WINTERGUARD - '— FIRST STARTER SHINGLE 7'-;c lT i5NLM • _j_ o o ro= ~ - a"' o 50# FELT OVER. _C .1.......... _ _. - ` ` ( Z l O1EO METAL FLASHING �, L T Z.._.... • • E F�ro0) -, -. / �- _ f l� .l . _._l .. l_ 1.1 C r 0; r p .0 m " lin �.. • • 0� Z��a 1 C. 77 SHINGLE ROOF PER _ - WIDE STRIP OF ASPHALT VALLEY CENTERLINE } 5 x5 METAL FLASHING 18"x18" METAL CONTRACT 6 3422• RAGING CEMENT. PLASTEROVER BLOCK 1ST SELF-ADHERED FLASHINGFLOOR ' I, :L900 INSIDE CORNER L . I ` l " i c�.a 1, INSTALL BOTTOM EDGE OF ® z SLAB WEEP SCREED 1" BELOW W .v FINISH FLOOR © 1 Ln In so 00000 �,v ,OPTIONADETAI00000 EXTER WALL FINISH — ASPHALT BASED ROOF CRICKET: \ / / CT' • 6-''L MIN: 3:12 SLOPE 6" X 18" H GALV. - SEALANT APPLIED NOTE: _ r OZ (REQUIRED AT FLASHING CONT. BEHIND FLASHING �- • 02, Q AND THE BUILDING PAPER AND W ;0, 0 1 L) ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP �� • , Z 0, �• (� LOCATIONS) -" �- AT ENTRY �-� ROOF MINIMUM OF 6" ABOVE METAL LATH MUST BE WEEP SCREED DETAIL >M VERTICAL RISE OF �° y • '%��` SHINGLES —��, ° � '•O•"" e FLASHING ATKNEEWALLco INSTALLED OVER THE TOP SCALE: NOT TO SCALE �' ••*•° 6"X18"HGALV. OF THE WEEP SCREED. neon . FLASHING CONT. — N SEALANT SHEATHING NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS _ / 1 AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. - _ FLASHIN SELF -ADHERED FLASHING PATCH FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES �` -- SHINGLE PER CONTRACT RGGF °AGK <yy / *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING i `;1010os so DECK JOIST OUTSIDE CORNER N OA FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING _-_ 6TO12 PER PLAN SPECS. 6" HIGH / �1\4 DIVERTER 6 FLASHING = j GALV. V FLASHING % TYPICAL. jROOFING FELT -� DRIP EDGE \\\,\�/ _-.___,__. FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TO\\\ 15# FELT WALL PER PLAN oJRS� WALL FLASHING DETAIL qT �O y\ SANG A�NGGUR 3R°G NOGOVRSE GG\- DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA •DENVER - � EST. 1994 PLASTEROVER BLOCK 1ST SELF-ADHERED FLASHINGFLOOR ' I, :L900 INSIDE CORNER L . I ` l " i c�.a 1, INSTALL BOTTOM EDGE OF ® z SLAB WEEP SCREED 1" BELOW W .v FINISH FLOOR © 1 Ln In so 00000 �,v ,OPTIONADETAI00000 EXTER WALL FINISH — ASPHALT BASED ROOF CRICKET: \ / / CT' • 6-''L MIN: 3:12 SLOPE 6" X 18" H GALV. - SEALANT APPLIED NOTE: _ r OZ (REQUIRED AT FLASHING CONT. BEHIND FLASHING �- • 02, Q AND THE BUILDING PAPER AND W ;0, 0 1 L) ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP �� • , Z 0, �• (� LOCATIONS) -" �- AT ENTRY �-� ROOF MINIMUM OF 6" ABOVE METAL LATH MUST BE WEEP SCREED DETAIL >M VERTICAL RISE OF �° y • '%��` SHINGLES —��, ° � '•O•"" e FLASHING ATKNEEWALLco INSTALLED OVER THE TOP SCALE: NOT TO SCALE �' ••*•° 6"X18"HGALV. OF THE WEEP SCREED. neon . FLASHING CONT. — N SEALANT SHEATHING NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS _ / 1 AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. - _ FLASHIN SELF -ADHERED FLASHING PATCH FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES �` -- SHINGLE PER CONTRACT RGGF °AGK <yy / *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING i `;1010os so DECK JOIST OUTSIDE CORNER N OA FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING _-_ 6TO12 PER PLAN SPECS. 6" HIGH / �1\4 DIVERTER 6 FLASHING = j GALV. V FLASHING % TYPICAL. jROOFING FELT -� DRIP EDGE \\\,\�/ _-.___,__. FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TO\\\ 15# FELT WALL PER PLAN oJRS� WALL FLASHING DETAIL qT �O y\ SANG A�NGGUR 3R°G NOGOVRSE GG\- - __ ;4 RAKE METAL DRIP EDGE 5 EAVES f LINE VALLEY BY CENTERING 36" WIDE 14° CERTAINTEED WINTERGUARD - '— FIRST STARTER SHINGLE 7'-;c lT WATERPROOFING SHINGLE _j_ UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER 50# FELT OVER. _C .1.......... _ _. - ` ` ( Z l DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT METAL FLASHING �, L T Z.._.... • • SAVE 7" PIECES i 1/2" IF DRIP EDGE IS USED, OR -, -. / �- _ f l� .l . _._l .. l_ 1.1 C TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS " COURSE USED. �.. • • - EMBED EACH SHINGLE INA 2" DO NOT NAIL WITHIN 6' OF --_.-_ j;%%'I� � I `""� 1 C. 77 SHINGLE ROOF PER _ - WIDE STRIP OF ASPHALT VALLEY CENTERLINE } 5 x5 METAL FLASHING 18"x18" METAL CONTRACT 6 3422• RAGING CEMENT. FLASHING w/TAR BETWEEN FLASHING AND SHINGLES --_ ROOFING SYSTEM IS CERTAINTEED LANDMARK TL ---CUT 2" DIAGONALLY OFF � RUN KICKOUT FLASHING 6 " UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY PAST EDGE OF ROOF TITLE • TRIMMED SHINGLE CERTAINTEED CORPORATION. �- J 1 ROOF PER PLAN FLASHING DETAILS CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE - 36" 8" 8" 8" 8" 8" 1" SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 4: VALLEY DETAIL I 1 1 1 Vl-AV V /-AL LL 1 FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. PLAN VIEW FLASHING DETAILS v 14 ELECTRICAL KE*' DlpLpc Cam3ma an1.ET ® SPEA U (OPTIONAL) DIPLEX aW ABOVE COATER %A ROUGH -N FOR OPT CEILWs FAN WEATHERPROOF DIFLEX OIIRLET v J WOA GROW FA LT Kmm DIM'1.E)(OU m CEILNG MOINTED NGA4MCBrT LW Fq(fllriE IW 0 WY.F-BW OO DWW aITLET R011 W -N FOR OP? CEILN5 FAN F® SFEGAL FURPOSE OUTLET NOTES- a DUPm amst N Fl.00R 1. PROVIDE AND WALL QR= FIYLT CMIT 1GFU A5 MUM 120 VMT OIW ON PL" OR AS MH NO.4 AND 5 WAW NDICATES. WALL. W04 2. W LESS OTHERWISE NDICATED, NSTALL SIUR'CFES AND RECEPTACLES AT THE 13THMM4IIAY SWTCH F=MHEIC�FES ABOVE FNISIED FLOOR 4A0 ALIT CABLE 14 RW4lIAY WIW SWTCO ... 42" AIC ID cIIRLET6 ....14" MAMr DIBCONEG?.� DM'ER SWTCH �,. 14' (t1� M ABV CANTERrOP) cow - SIAIARE D ,-� DOC, CEILNG MO M NGATOW LW FIX4M�E nt? q�4 AND r TELEVISION . u" REFS TO FLOOR DE 4 A1$ V OUcoPTLETS To WALL MOINTED W.*vmW LK,fIT WAIRE PLAN FOR NOTED MAN DOC. NSPANEL. 0 RECEW NCAIGE"O LK,NR WW 3. ALL SMOI(E DETECTORS SHALL BE NARDWRED WO AN ELECTRICAL. POWER HYD COPPER TO SaIRM AND SHALL BE EaIIPPED WTN A MONITORED BATTERY BAC IV FROVDE I WTRACK LK�FIT WATER FEAIM TAFAcitNE WTN Pt1L CI LAN AW WALL LOCALLY CERRFED INDEIWA IID % COPPER 10 RANGE � 4. ALL SA AND 204 RECEPTACLES, N SLEEPW ROOMS, FAMILY ROO('IS, OW SERVICE BY FWORESCE�It LIGNR FIXIIM�E ROOMS, LMNG ROOMS, PARLORS, LIBRAW, DENS, Oft", DATION ROOMS, POWSi COhPANY A COPPER TO TO GROIM�D ROD 4 EXFWIbt FAN CLOSETS, NALMYS, AND SMIILAR AREAt'i WLL REaft A COhti�WT0 TYPE MCI TO F SERVICE TO BE BODGED EXI WISt FAN4.IGHRT CahM31NAT1oN PEACE AND TM4 R -PROOF RECEPTACLES, E'ER NEC 201406 LI. TO FOOrNG film ® ELECTRIC DOOR OPERATOR (OP'IIOPW-) 5. ALL SA AND 20A 110V RECEPTACLES LOCATED N THE GARAGE AND UTILITY # * am(OPTIONAU ROOMS SHALL BE GFLI PROTECTED 1CRFfiO Pu6HMGITTON BWtGN (gi1aJAL1ELECTRICAL RISER DIAGRAM � � ALL cmmMONQXGE Dw,aa IT I$ THE RE$PaN$�M_rrY OF rFE LIC@I6ED ELECTRICIAN t0 EN6lRE IH41t ALL SI'IOICE DETECT0® ELECTRICAI. WORK I$ N RILL COMPLIMIrCE WTN NFPA 10x-0, NErC 2011, FSCRt0 BE NARD4IM:dv ® SMOKEDETECTOR $114 EDITION 12014), AHD ALL APPLICABLE LOCAL STANDARDS. CODES, AND NOTE @ SMOKE / CARBON MONO. COW DETECTOR ORDNANCES ELECTRICAL hGATERb4LS AIG NSTALLATII�Ib BHALI. W1PLY IW APPLICABLE PROVINONS OF THE NATIONAL- TELEI (OP'TIO W T. EVERY BIIMANG NAVNG A F0$6IL-RIFT.-0011 G HEATER OR APPLIANCE, ELEC. CODE, LOCAL CODE$ AND THE LOCAL POW C"A4Y TPlEV1610N (OPTIONAL-) FIREPLACE, OR AN ATRACI0 GARAGE SAU HAVE AN OPERATIONAL. COIGN LTJ THERMOSTAT MaMIM DETECTOR WALLED WRHN 10 FEET OF EACH ROOM IBED FOR SLEEPNG on ELEcm P7 m VENT HOOD SHA _' ELECTRIC PANEL 8 ALARMS LL RECEIVE MR PIPIARY FM FROM N BUILDNG M" WPI TO EXT�IOR -MIA0101 WRNG B SERVED FROM THE LOCAL POIIER I111L.IT1: 9"ALARMS %%ALL HAVE DISCOMECT BWtCN GG VERIFY: LOCATION BATTERY BOW. COhBINATWN SMOKE/CaM VIM= AL.AMI 54dJ.I. BE LNDER CABIW LKNTNG MgS01Ud,4E LISTED OR LABELED BY A NATIONALLY RECMLTED TESTNG LABORATORY. 220 Y. 414" LH (2) OIC _ _ DWOK (f t§ FC)H' GFI GFI GFI I I I I------ of 1111001116I I I— — — .— — _-.-) I ' I( PENDBANRT K ST \ \I, C�,'FPItR" £I4IM—I\iEH/\-- E'�N--�I -, _�— ---- �```•,. __) --• 1 IIi ---------- ----P@IDA—NT — LIVTIN\'G ROOM O—MS — Q., GFI CITC, PORCH FOFNLKo. ;o "1 011 \> GFI LOCATNLOCATU GFI DINING X32" GC VE( No V�ODWO&----------------- ---- --�BEOW NtpTO — — — IjIII X10, / L , GIFJ. T l 01 COACN L Gv _ _ _ _ar 48" — —LWFOR OPr. ( ( r \ — — — MUD ROOM I ( \ / I So Gp.OPBER \ LANAI IFLOOR 01W <\ /> — (VW Y LOCATION) \ �.�., GARAGE I I G FIWILK#TI I I RouGw-N MacE-uP BEDROOM 5 GFI OPT L " I 1 G � FAAULIGHT ` FAMILY ROOM � � � at 4s . I �\ FANILIGHR � I V.GFI �` '� CLEAR I GFI PKT c I I At 48" — 41 0 ® ® I MEL coAcaa LW aw GC< VERFY ELECTRICAL GL. VERIFY: LOCATION Emw WOOD ma -N FOR aITDOOR CABLE CIUSE TIES ELEC. KITCHEN W. I GFI METER U& SERVICE GG VERIFY LOCATION AND PRE4INRE FOR"Pool. AND SPA MAIN CRC. VEW. LOCATION a: FLOOR OURI.ETB GARAGE LEFT JOB NUMBER 26002.243 CAD FILE LOT 12 7B ISSUED 10-17-16 RENSED 12-09-16 x DAVIS BEWS DESIGN GROUP U rc EST. 1994 ez � 0-i N� N' N(D�C 6 ngjM °m iL `6 000� • h vJ�0 o�Co 3�E U. L = M+ m �N�n Zr2°a JOB NUMBER 26002.243 CAD FILE LOT 12 7B ISSUED 10-17-16 RENSED 12-09-16 711LE MAIN FLOOR ELECTRICAL PLAN • SHEET • FLOOR ELECTRICAL PLAN_4A DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST 01 D.SMAR, FLORIDA 34677 813. 925. 1300 'TFL... 813. 925. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 ez � 711LE MAIN FLOOR ELECTRICAL PLAN • SHEET • FLOOR ELECTRICAL PLAN_4A ELECTRICAL KEY 1XIM Cawom attLET I ma OUTLET ABOVE CANTER per, WEATI�RFRooF aN'LEXc ouTLET per, GROIND FAIT NTS ER DIIm olw HALF -SWI oo DUPLEXc OUTLET h SPECIAL F wow OUTLET � Dllfi.EX OURET N FLOOR 220 VMT OUTLET WALL SIUTCH 3 TIS -"you 14 FM -WAY OUTC14 ID DM OM OEM MOLNM NCAIcE W LW F X?ff WALL Kam INGAI ENT LIGHT FpQlN2E 0 WaW wAmew FDrw *c LIGHT MIRE WITH PALL CHAIN TRACK LIGHT aXMM LK41T FUTURE q LT FAN EXrIIALI6T FANILIGHT COMNATION ® ELECTRIC DOOR OPERATOR rOPWNAL) ® C 4 Mrd (OPTWA) o FueHBUTTON sW1TCH ronaw CARBON K%IO> IDE DETECTOR ® BMOIQr DETECTOR SMOIfE / CARBON MONO COMBO DETECTOR � TB.EI'NOME roPTloNau ® TELEv�IdN roFTIaNAL) Q M M06TAT ELE w wER i ELECTRIC PANEL ® WEA10 (WtO AL) 4N' DOWN -N FOR a'T CEILING FAN c 7 CEM MOUNTED INCANDESCENT LIGHT FIXTURE V G v ROI6N-N FAR OIC. GELLING FAN NOTES - 1. FROVTDE AND INSTALL WW FALT - (GFD AS INDICATED ON PLANS OR AS n9l NO.4 AND 5 0EL.OW INDICATE& 2. MM O1'FEM NDICATEA, INSTALL SIUTCPE6 AND WO TACLES AT THE FOl1,ONMNG HEW% ABOVE FINNED p-OOIv SyWI�TC�FE�B.... 42' L nE V..... WM TELEPHOPE..14" ARM ABY COINIERTOP) TELEVISIOK .14' 3. ALL SUE DETECTORS SHALT. BE WFOW INTO AN ELECTRICAL. FM SOURCE AND SIAL.L BE Ed11PPED WrM A MONITORED BATIERY 5Ad4IP. PROVIDE AND N6TALL LOCALLY CERTFI P MXEL 4. ALL SA AND 304 REQ F'IACLM N SL.EEPW RD". FAMILY ROOMS, DINING ROOMS, LIVT 6 ROOMS, PARLORS, LIBRAIWES, DENS, Oft" RECREATION ROOMS, CLOSETS, HALLWAYS, AND SN'1M.AR ARM LULL MIME A COMBINATION TYPE AFL], DEVICE AND TA TER -PROOF RECEF ACS PER NEC 2014061L 5 ALL BA AND 20A 120V RECEMCLES LOCATED IN THE GARAGE AND UTIX ROOTS SHALL BE GF1;L PROTECTED (4F1). 6. IT IN THE REM2010113I.ITY OF THE LICENSED ELECTRICIAN TO ENKIRE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WTTH NFPA VA -05, NEC 2011, FACK - 5TN EDITION C1OI4), AND ALL APPLICABLE LOCAL STANDARDS, CODES, APD ORDMICE& T. EVERY INALDNG HAVING A FML-W-W"WATER OR APPLIANCE, FFOLACE, OR AN ATTACHD GARAGE WALL 944 AN OPERATIONAL. CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EAC14 ROOM ABED FOR BLEEPING PURROSm- & ALA" SHALT- RECEIVE THEIR FRJI"IAk'1' FOIE'R FROM THE BULDING WIRING 00 SUCH Oft 16 SERVED FROM THE LOCAL FOA R UTILITY: SUCH ALARM SHAD. HAVE BATTERY 540W COMBINATION BMO4ICAR3ON MaV DE ALA" 5 4ALL BE LISTED OR LAIBELED BY A NATIONALLY RECOGNLTED 10TNG LA8ORATORI GG YEW ALL SMOKE DETECTORS TO BE HARD -WIRED NOK GG v$iIFY: LOCATION CABLE Cw% TUBE --------------------- ---------- _ ® I L J GF1 I AH VIP BEDROOM 4 BATH 3 r ~� I j �� - �,� ..__ I Lour FANA.IGHT • � .�% � � I I ppo I FM o I I I L I �FLooRam.Et----__---- L-- _-- rYERPY L.ocAtlau I — PENpANT BEDROOM 3 '-� r„ I��--�- • � . �,, � BWITCH I \<i J � I FANILW r — — — Q ❑ MINT: I I -- -------1 I AH I I I I so � DISC. L — — J goo II MASTER SUITE COVERED \I I I I I I BALCONY n +I�owz 1,� <\ �JBATH 2 O cM FAN4.K41T� j CLEARso -----._ . PKt. /-' CLEAR ------- --' wl WR MT ® 0 ❑ I /< I I FIW:-aNRE � I I FANILIGHT </�J II I II —"` • I 0 � I BEDROOM 2 GFS M. BATH I II I UTILIv I — — — — — — — — — — — _ — _ — — — _ _ _ _ _ J GC VW- LOCATION OFUOROAM UPPER FLOOR ELECTRICAL PLAN GARAGE LEFT • " NUMBER 26002.243 • CAD RLE LOT 12 TB ISSUED 10-17 16 REVISED 12-oo-16 x �o w DAVIS BEWS DESIGN GROVP U ro EST, 1994— 0 J % ap MN~ M L 0 m IL • 00 n p o Co ro.m 0.- p • " NUMBER 26002.243 • CAD RLE LOT 12 TB ISSUED 10-17 16 REVISED 12-oo-16 3422 • 71TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET�� • DAVIS BEWS DESIGN GROVP 150 STATE STILEET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER- EST, 1994— 3422 • 71TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET�� • GENERAL NOTES METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD #5 25„ IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 30„ FOUNDATIONS METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL WOOD CONSTRUCTION SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM REPAIR NOTES MINIMUM BEARING CAPACITY 2000 PSF COATING REGARDLESS OF SPECIES. U.N.O. ON FRAMING PLANS OR DETAILS TERMITE TREATMENT 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE WOOD REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S TREATED w/ PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 5. ALL LUMBER SPECFIED ON DRAWING ARE INTENDED FOR DRY USE ONLY (MOISTURE 4 TORS AND FASTENERS MAYBE USED WITH ALL TYPES OF CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING & FIRE SAFETY SYSTEMS ARE THE CAST IN PLACE CONCRETE PRESSURE TREATED WOOD MAY SUBSTITUTE STRAPS CONNECTORS wSTRAPS/CONNECTORS OF EQUAL OR 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS PREFABRICATED WOOD TRUSSES OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT SHOES, TYP U.N.O. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY BE USED FOR RISERS & TREADS ILO 2x12'S CONFORMING TO ASTM A-615 GRADE 40. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE 5. OMITTED J -BOLT WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE STRUCTURAL PLANS FOR MORE INFO. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W/OUT WOODEN TOP PLATES. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 7. MORTAR JOINTS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED ALL ENG. LUMBER IS TO HAVE THE MIN. DESIGN VALUES BELOW: 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BY COMPONENTS AND CLADDING METHOD U.N.NO. BY TRUSS ENGINEER OF RECORD E - r z - 000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND EDITION OF ANSI TPI 1. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS AT EACH END SHALL BE PROVIDED. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQ'D BY TRUSS MANU. U.N.O. Fc 3000 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF STRUCTURAL STEEL 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, CENTER TO UPPER 1/3 OF THE SLAB. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: BOLTS AND THREADED RODS TRUSS DESIGN LOADS : ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TOP CHORD: Lr = 16 PSF A36 Fy-36 KSI. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL 2. USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION , AS DEFINED BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, DL = 14 PSF (TRUSS OVERBUILD) IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH BOTTOM CHORD: DL = 5 PSF PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/$" DIA. TO BE A307 ASTM A 153. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE MINIMUM .FLOOR DESIGN LIVE LOADS: THREADED ROD SHALL CONFORM TO A36 OR A3ANCHOR BOLTS SHALL 3. PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH A)FLOORS = 40 PSF IN CONCRETE: ASTM A36 OR ASTM CONFORM TO ASTM F1554 ALL BOLTS CO COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) .CAST MASONRY WALL CONST'RUCT'ION C) DECKS - 40 PSF A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, D) STAIRS = 40 PSF SHOP DRAWINGS TBE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR R EVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - R CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 316" UNO. 2000 PSI (f'm = 1900 PSI) MINIMUM FLOOR DESIGN DEAD LOADS: A) = 15 PSF 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 ". BALCONALCONIES - 15 PSF B)BALCONIES INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN. 1 GENERAL LOADING: MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE 4. CO RSE ATTIC WITHOUT STORAGE = 10 PSF 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL ATTIC WITH LIMITED STORAGE = 20 PSF BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE 5. VERT. REINF. SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF PROTECTION. COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN THE GUARDRAILS IN -FILL COMPONENTS = 50 PSF 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP & BOTTOM & -ADDIT'L BRACING & BLOCKING PER SCSI -1 & TRUSS MANUFACTURER'S DRAWINGS SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. AT A MAX. SPACING OF 8'-0" U.N.O. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 7. REINFORCING STEEL SHALL BE LAPPED PER TABLE BELOW U.N.O. ON DRAWINGS. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING REBAR SIZE MIN. LAP SPLICE LENGTH #5 25„ #6 30„ #7 35" -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD ® ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES ® HIP CORNERS REQ. MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EA. END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN ® 10'-0" MAX AND EQUALLY 8. HOOKS AT THE TOP &BOTTOM OF VERT. REINF. BARS TO BOND COURSE & SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH 10. MASONRY ROUGH OPENING TOLERANCES 1/4" TO + 1/2" W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6- 11. PROVIDE GROUT STOPS BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP MIN PAST BOTTOM CHORD. OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ON TRUSS SHOP DRAWINGS & BCSI-B3. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-83). 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318 LATEST EDITION 5.11.1 TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE FILLED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d CONSOLIDATION. NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOOD CONSTRUCTION DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATESTEDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED 1. OMITTED REBAR REGARDLESS OF SPECIES. U.N.O. ON FRAMING PLANS OR DETAILS DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FILLED HOLE EPDXY TO BE SIMPSONSTRONG TIE EPDXY OR EQUIVALENT. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS SUPPORTS OF A BUILDING OR OTHER STRUCTURE & ARE EXPOSED TO WEATHER FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO & NOT PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S TREATED w/ PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. PRESERVATIVE -TREATED WOOD. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 5. ALL LUMBER SPECFIED ON DRAWING ARE INTENDED FOR DRY USE ONLY (MOISTURE DIAMETERS(EXCLUDING BEND). CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING & FIRE SAFETY SYSTEMS ARE THE 2 STRAPS /CONNECTOR SUBSTITUTION RESPONSIBILITY OF THE CONTRACTOR & TO BE DESIGNED AND DETAILED BY OTHERS. MAY SUBSTITUTE STRAPS CONNECTORS wSTRAPS/CONNECTORS OF EQUAL OR 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER 9'-0" x 7'-0" OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER GREATER UPLIFT &LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION + 18.4 PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD 3. STAIR CONSTRUCTION SHOES, TYP U.N.O. 2X12'S-MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY 7. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE BE USED FOR RISERS & TREADS ILO 2x12'S TO STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE TYPE OF 4. METAL STUD SUBSTITUTION WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR 5. OMITTED J -BOLT STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO DRILL & EPDXY w/ SIMPSON SET EPDXY ® 5" MIN EMBED. BE PRESSURE TREATED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. USED ILO 1/2" J -BOLT. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W/OUT WOODEN TOP PLATES. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 10. SEE PLAN FOR STUD PACK & BEAM NAILING PATTERNS 7. MORTAR JOINTS ENGINEERED LUMBER -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. ALL ENG. LUMBER IS TO HAVE THE MIN. DESIGN VALUES BELOW: REINF. REQUIRED) N COLUMCOLUMNS BEAMS STUDS E - r z - 000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN.. Fb = 2500 Fb = 3000 Fb = 2200 ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS Ft = 1500 Ft = 1700 Ft = 1500 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE Fc 3000 SPECIFIEDINTOLERAADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE NBE S, H Fc 3000 Fc 2100 EPDXIED TIE FOOTING Fc 1 = 900 Fc 1 = 900 Fc ,j, = 450 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE Fv = 285 Fv = 285 Fv = 150 (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 9. OVERHANGING CMU WALL CONDITION U.N.O. -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND CEILING ONSTRUCTION VERTICAL CELLS PER PLAN. 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24"O.C. FRAMING U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/8" GROUT FILL THE 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND LIVING SPACE IS ABOVE THE GARAGE. VERTICAL CELLS PER PLAN UNDER STAIR PROTECTION -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/8", CONTACT ENGINEER OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE RECORD FOR APPLICABLE REPAIRS. & ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE w/ 1/2"(12.7MM) GYP. B.D. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 EFFECTIVE WIND WIND PRESSURE AND SUCTION (PSF) AREA (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION AREA O4 O 10 (+)21.2 (+)21.2 - 22.9 (-)28.3 (+)20.2 (+)20.2 20 - 22.0 - 26.4 50 (+)19.0 (+)19.0 (-)20.8 H23.9 100 + 18.0 (+)18.0 - 19.8 (-)22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-O" x 7'-0" + 18.4 + 17.7 - 20.9 - 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 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 INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE I DESCRIPTION 1 16/1/2014 1 CREATED ELEV. A,B & C MOPTIONS w z oZ 00 Lu LU ry o U U Z w o � J Q 0 o--- - -- J �j w w 0 z �t��oeeeee�� ui M W CD LLj 00 •% 'r'' y y J Z oco•.► . C, U �;� ,; o ` Q •. s e•••O •b®N�®•`+� �`~ INTIALS * p�'0ve m w � 'eeeeeseit►�e`�+�`�rw HG w a- 0 O U zn O � c ) NT �a�i C U I� ili,'4, 3j o W • ryh l ci M O z lyl c 0 O U v �jllli�giili 4= LLZ `✓ GOA U O z v� D' z M L a: U 0 ^ F V , W w 0 LL W 3 O o� 7 _O L '0nn w 0 Lu Z! -``'r E UZ U �of��,-=-. O Q H �L_u?�U) J co 0�ZQ�o Lu Q 00 :s§o 6i o Z b P Z E I= -Q LL 0 U Lu WNa N N C) J LL Z OV o� o o� 2 U w a w U) z = w -� O CL C� z D O z o w 11 � m C4 cl Z O Oz � a L O W w Y 1 0 OHO z W O w Z w O w >- 0 O � O F- ~ 0 CL a: I- V) STRUCTURAL ENG: CFG Q DRAFTING: 1- z-STRUCT: TNT w _ _ 0 QC CHECK: MRB w JOB No. TM -2153252 SCALE: AS INDICATED ~ DATE: 10-20-16 si 1/4" E70X 5"x5"x3/8" THICK A36 - STEEL BASE PLATE 2" SCH. 40 STEEL PIPE FILLED W/ 2500 PSI CONCRETE. BOLLARD TO BE MIN. 3FT TALL 5"x5"x3/8" THICK A36 - STEEL BASE PLATE CONCRETE SLAB PER PLAN 1" TYP. 2" SCH. 40 STEEL PIPE a FILLED W/ 2500 PSI CONCRETE. BOLLARD TO BE MIN. 3FT TALL • in • (4) 1/4" x 3-1/4" 5, SUP -R -STUD FASTENERS W/ MIN. 1-1/2" EMBEDMENT SECTION A -A INTO CONCRETE 1/4" �E c70X 0 ih A A (4) 1/4" x 3-1/4" SUP -R -STUD FASTENERS W/ MIN, 2-1/4" EMBEDMENT INTO CONCRETE BOLLARD DETAIL 3/4" = 1'-0" A/C PAD A C PAD co CD h ao zo N P7 N r 64'-8" I I I22'-6" O I CO CV I 6) F- 17'-4" D 3 D 0o — — — — — - -_ N El ® ® co A01 I FO 1'-4" 1 m rI i �.n D FO I 20'-0" D 6'_9 , I 1 I I b .1 1N 5'-0" C 0 1 FO I I I O S2 @GAS W.M. ls,�D <20 111 101 50'-0" 2 -STORY FTG. i F1 ma N 0 O FOUNDATION PLAN FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q (— LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/6x6xW1.4xW1.4 WELDED WIRE W MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 0 COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER U) MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT W - - --- --- - - --- CODE EDITION. %. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. N LAP SPLICES SHALL BE NO LESS THAN 25". Z O 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR F- z RECESSING DOOR SILLS. p O Lu 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. LO 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE LU SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 0 CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR Z W USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL m SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE p AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION w INSTRUCTIONS. O 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO LL DETERMINE STEP LOCATIONS IF REQUIRED O ``®\lililpldp6j 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z �N% AND LAP SPLICE SEE DTL MF09 AND MF10 ON SDI FOR STANDARD ��' e•••o•e d��i''I� W M FOOTING STEP DOWN AND CORNER INFORMATION. ��•°• °ee®o�Ljc��i� 00 C= 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE a d o �m Y p SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH•`� 4?� J °;.♦ = Z CC PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION p q _ '� *..e Q Cj p 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER co 4; ;\d „� J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS �••• • `e�w Lu FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 'S+ ° •eoo•oo Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Q /r 'K PFt �O�'®® >- O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO = p//pi�t�\►\\ ? m LL FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS U) DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS -1 , BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. 0O O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U • DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z n p Cl y. M STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q F-1 Jlyl� N FOOTING SIZES PENDING DEPTH OF STEMWALL. M � j 30 a IW -0 z FOOTING SCHEDULE IL pa u a 0 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. u- BARS & 3" MIN. COVER TO EDGE OF CONC. O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z �O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O Z BARS & 3" MIN. COVER TO EDGE OF CONC. 04' Q 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. > z 2.3 WAY MIN. 2" HCRIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3 MIN. COVER TO EDGE OF CONC. a 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. W 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z BARS & 3 MIN COVER TO EDGE OF CONC cn Q O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. _0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q _ BARS & 3" MIN. COVER TO EDGE OF CONC. LL LL UJ U o 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. O LI 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Zz cd W O pi M E BARS & 3" MIN. COVER TO EDGE OF CONC. Q z 48 x48 x12 dp w/ #5's EQUALLY SPACED EA. Q O_o cr LL 6 4OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. U Z O ° 0 w BARS & 3" MIN. COVER TO EDGE OF CONC. N — 54"x54"x16" d w/#5's EQUALLY SPACED EA. W Z) Q O O° c 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. _ Z Q Q z p BARS & 3" MIN. COVER TO EDGE OF CONC. O60"x60"x16" dp w/#5's EQUALLY SPACED EA. 0 Q 0- WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z N BARS & 3" MIN. COVER TO EDGE OF CONC. Z W z u- U Lu N SYMBOLS LEGEND J O LL O u— INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. U W TO TIE BEAM (8'-0" O.C. MAX U.N.O.). Z W ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. w TO TIE BEAM. 0 LL 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. O Z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. Q #5 CONT. FT.G TO TIE BEAM. 0 Z_ � _ N m � C 0W0 W Y N p 1 0 N 0 U 0 Q 0 --') Q O = O ry c STRUCTURAL ENG: CFG L DRAFTING: -STRUCT: TNT QC CHECK: - MRB 2 JOB No. TM -2153252 SCALE: AS INDICATED DATE: 10-20-16 S2 56'-8.. 8. 0.. 3'-8" 37'-0" 2 -STORY FTG: 2 -STORY FTG. 16'-0" 6'-10" 1'-2" 2 F01 3 D -- - — — — CV 1 �l�I co I ! it I= PAVERS - F01 0 2.5 I 26'-0" 14'-4" 7'-4"F01 3 -- --... 2.6 F01 f — 0'-0" FIN. FLR D 11 ®. L_ ® 3 1/2" THICK CONC. SLAB W/ 6X6L �—J I 9'-0" 2'-8" V-8" 3'-8"v bo W/1.4 XW/1.4 W.W.F. OVER 6 MIL` -4" FIN. FLR r 24"x44"x12" DEEP FOOTING VAPOR BARRIER OVER COMPACTED FILL F1 PAVERS W/ 3 #5 BARS PARALLEL TO LONG DIM. _ D ' 11'-8" 9'-8" 0 2 -STORY FTG. 2 -STORY FTG. W/ (6) #5 BARS PARALLEL TO SHORT DIM. I O 16-10" 2'-9" 8" 7'-2" F012 PITCH 12'-4" -STORY FTG. 9'-O" U)) 1 N — D j 1/8— / I® �®IN — - ' O I �� FO Al I I I22'-6" O I CO CV I 6) F- 17'-4" D 3 D 0o — — — — — - -_ N El ® ® co A01 I FO 1'-4" 1 m rI i �.n D FO I 20'-0" D 6'_9 , I 1 I I b .1 1N 5'-0" C 0 1 FO I I I O S2 @GAS W.M. ls,�D <20 111 101 50'-0" 2 -STORY FTG. i F1 ma N 0 O FOUNDATION PLAN FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q (— LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/6x6xW1.4xW1.4 WELDED WIRE W MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 0 COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER U) MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT W - - --- --- - - --- CODE EDITION. %. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. N LAP SPLICES SHALL BE NO LESS THAN 25". Z O 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR F- z RECESSING DOOR SILLS. p O Lu 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. LO 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE LU SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 0 CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR Z W USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL m SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE p AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION w INSTRUCTIONS. O 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO LL DETERMINE STEP LOCATIONS IF REQUIRED O ``®\lililpldp6j 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z �N% AND LAP SPLICE SEE DTL MF09 AND MF10 ON SDI FOR STANDARD ��' e•••o•e d��i''I� W M FOOTING STEP DOWN AND CORNER INFORMATION. ��•°• °ee®o�Ljc��i� 00 C= 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE a d o �m Y p SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH•`� 4?� J °;.♦ = Z CC PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION p q _ '� *..e Q Cj p 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER co 4; ;\d „� J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS �••• • `e�w Lu FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 'S+ ° •eoo•oo Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Q /r 'K PFt �O�'®® >- O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO = p//pi�t�\►\\ ? m LL FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS U) DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS -1 , BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. 0O O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U • DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z n p Cl y. M STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q F-1 Jlyl� N FOOTING SIZES PENDING DEPTH OF STEMWALL. M � j 30 a IW -0 z FOOTING SCHEDULE IL pa u a 0 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. u- BARS & 3" MIN. COVER TO EDGE OF CONC. O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z �O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O Z BARS & 3" MIN. COVER TO EDGE OF CONC. 04' Q 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. > z 2.3 WAY MIN. 2" HCRIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3 MIN. COVER TO EDGE OF CONC. a 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. W 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z BARS & 3 MIN COVER TO EDGE OF CONC cn Q O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. _0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q _ BARS & 3" MIN. COVER TO EDGE OF CONC. LL LL UJ U o 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. O LI 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Zz cd W O pi M E BARS & 3" MIN. COVER TO EDGE OF CONC. Q z 48 x48 x12 dp w/ #5's EQUALLY SPACED EA. Q O_o cr LL 6 4OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. U Z O ° 0 w BARS & 3" MIN. COVER TO EDGE OF CONC. N — 54"x54"x16" d w/#5's EQUALLY SPACED EA. W Z) Q O O° c 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. _ Z Q Q z p BARS & 3" MIN. COVER TO EDGE OF CONC. O60"x60"x16" dp w/#5's EQUALLY SPACED EA. 0 Q 0- WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z N BARS & 3" MIN. COVER TO EDGE OF CONC. Z W z u- U Lu N SYMBOLS LEGEND J O LL O u— INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. U W TO TIE BEAM (8'-0" O.C. MAX U.N.O.). Z W ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. w TO TIE BEAM. 0 LL 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. O Z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. Q #5 CONT. FT.G TO TIE BEAM. 0 Z_ � _ N m � C 0W0 W Y N p 1 0 N 0 U 0 Q 0 --') Q O = O ry c STRUCTURAL ENG: CFG L DRAFTING: -STRUCT: TNT QC CHECK: - MRB 2 JOB No. TM -2153252 SCALE: AS INDICATED DATE: 10-20-16 S2 701 SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) #5 @ TOP, BOTTOM AND @ 24" O.C. VERTICALLY OF COLUMN DOWEL LAYOUT PLAN_ SECTION VIEW MASONRY COLUMN TIE IN w (1) #5 @ TOP, BOTTOM AND @ 24" O.C. i ❑ VERTICALLY OF aQ �C� COLUMN ^ U) U ❑ L.L FILLED CELL W --il p 0) -ti w PLAN VIEW (1) #5 @ TOP, BOTTOM AND @ 24" O.C. VERTICALLY OF COLUMN DOWEL LAYOUT PLAN_ SECTION VIEW MASONRY COLUMN TIE IN (1) CONT. #5 FROM TIE Z BEAM TO FOOTING w M cn O �s00 a °(/� ems, J o MASONRY WALL Q Z y '~ CQ Q REINFORCING PER m O G S,;;y 0 PLAN (TYP). '`, � o a * y0: O r" w o l • a OSIV� °111 s mo° °r` 0 m u- �/O/liiill�� . Lu J_ IL V O O U 0 I r� o� 1/2"=l '-0" Q �w 810'� N C U H Z Q U o O LL O Z U O O d Q m u -i w i Q aQ �C� ^ U) U Z L.L W --il p 0) -ti w Q z�0 0 m r Z U OI- U -o��w OU) �wZ! w J (n FrZrro 0c Q= OUCL) :s ry I. -= p momo 0 FE 1)W w _ W Z z Z Q 1)Z z E = J C 0 2 0- 1 C) N N_ w Y H LL Z w O Z O O N O tz Z 00 O)w w w Q 2 0_ — J p O — Q U i U U) Z Q c STRUCTURAL ENG: CFG (1) CONT. #5 FROM TIE Z BEAM TO FOOTING w M cn O �s00 a °(/� ems, J o MASONRY WALL Q Z y '~ CQ Q REINFORCING PER m O G S,;;y 0 PLAN (TYP). '`, � o a * y0: O r" w o l • a OSIV� °111 s mo° °r` 0 m u- �/O/liiill�� . Lu J_ IL V O O U 0 I r� o� 1/2"=l '-0" Q �w 810'� N C U H Z Q U o O LL O Z U O O d Q m u -i ■mm0Ps z i Q c �C� ^ U) U L.L W --il p 0) -ti J Q z�0 - m r Z OI- U -o��w OU) �wZ! J J (n FrZrro 0c Q= OUCL) :s c Z -= p momo 0 FE 1)W w _ W Z z Z Q 1)Z z E = J C 0 2 0- 1 a N Lu w Y H LL O w O Z O N O )w O)w [ w Q 2 — J p O — ) i ■mm0Ps o J 11 - m r c Z -= p W QJ w Y O O 1 N �1— 0WZ U >- p O — w %p ia0i=— c STRUCTURAL ENG: CFG = DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM -2153252 SCALE: AS INDICATED DATE: 10-20-16 S3 SIMPSON MHBA3.56/16 SKEWED HANGER BEAM TO CMU WITH (2) 3/4" THREADED RC & (18) 10d NAILS. THREADED RODS TO CMU WITH SIMPSON (EPDXY-TIE) ADHESIVE OR EQUIVALENT, 6-3/4" MINIMUM EMBEDMENT. BUILDER NOTE: MBHA3.56/16 HANGER SH) BE SKEWED 45 -DEGREES TOWARDS BEAR ,S ITO 'RUSS FIRST FLOOR FRAMING PLAN_ NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND change to a printing layer if req'd = 9'-4" T.O.M. = 11'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. w J F d Q z 0 w 0 0 N Z O t z o p = F- LO � W oU cD w Z 0 J_ m O-- -- - -- -- --- -- - J LL \ W w H W LL O o �o w a, NO JO °IYN �. Oe' Cf Y O � � ell = Z S vWo d U J 2licc �'� O w d �( °° ee Z❑_/ ° a° e } LL �► °®°°r °�, �� O m LLL wOar J \ a V ` O O U ❑ w +0 z O d N M U dl 11Illi VJ o H 0 z c �- U O M W d � o U LL j q 4- O Z O • o� Q� O am L 0 Z U ❑ I � Q H (n ❑_ ^ d LL LLr n W J I� O v J ~ Z O Z 06 W 0 w E V < J 0 tl d 00_�� U Z O J wwzwoo J w Z) d 0O0a—:s0 CA O F-�2-ww o _ Z Q Q ��u Z O E I-- N 0 OO(- 1� N 04 0 Lu O F- LL 04 �_ O O 0 F- U Lu~ Z w _ V �/) � Q W n� 0 o Z 0 d O o Z uj „ ~ M W T d W O Z O W LL W O SD N 1 ❑ 0 C4 0 Lu G 2 Cl) CIO W �Jz I— J LL,LL 0 UJ j Q U LL H STRUCTURAL ENG CFG J- d DRAFTING: - - - -- - --- H Z -STRUCT: TNT W __... QC CHECK: Mill - - Lu JOB No. TM -2153252 SCALE: AS INDICATED H DATE: 10-20-16 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIESCAP. (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. 1160 plf ?rd. PT. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT ADJUST AS REQ'D TO MISS STUDS MIN. 7" EMBEDMENT 3 BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf i 3rd. PT. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf ird. PT. 3 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A -1" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST O3-1/2"x3-1/2" LVL COLUMN. QO 3-1/2"x5-1/4" LVL COLUMN. RO 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN, YO 3 1/2" X 11 7/8" LVL COLUMN O5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)g" 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 21' 10d .148" x 3" 12d .148" x 34' 16d .162" x 32" 8d RING SHANK .113" x 22' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. I i i iir i r I rK I r I i: �l I CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(lb) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H2x10 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 W :DQ (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)pIy 1900 (2)ply 1900 NAILS & (18)4"x22" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5x11.25 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12' NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12' NAILS a (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 �MGT 8 w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 . 7" EMBEDMENT B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d a HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 ON MASONRY: SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT TO POST: SIMP. HTS20 OR LSTA18 CL 10 HGT-2 w/(16)10d NAILS w/2"EPDXY ANCHOR w/SIMP, SET FRAME TO CMU 6280 6280 B3.5x16 EPDXY MIN. 5" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 E LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) EPDXY MIN. 7" EMBED. CMU APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 30IRDER TO COL./ BEAM 9100 4095 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON GRAVITY:5085 GRAVITY:5085 23 TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & a" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT 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. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 U TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H2x10 PLATE TAPCONS z z Q z °? ,�, m q z ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 W :DQ TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4"x22" TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 LLL.I ILL OUN W TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4"x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS O ON MASONRY: SIMP. META16 �U 0W� TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & O (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Q NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 CL TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS STRUCTURAL ENG: CFG ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 -STRUCT: TNT ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL QC CHECK: * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 TM -2153252 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 HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) U 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 0 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) z z Q z °? ,�, m q z 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) W :DQ 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) ❑�WWwo Z :)inl-z E 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) LLL.I ILL OUN W 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) w UJ � 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END 1'-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL, AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU, DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 3" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 11111111111 z O Ez ❑ p w Lo tl LU o U OW Z c J m 0 w O - --- wW ILLO Z O Lu rn Iui 00 J-0• °° -J Z N = 1v Q Z.uj la Fes- Z :� z C,°• k�� C:) O °•°e••°• �� m IL J r l � V O U w of ❑ O III �h�.��„ Jl�� N C6 Uci a OU z 0 O 7- U Zcc O Z O z O .... am DATE: 10-20-16 S4.1 ] Z U U) W J W )_ 0 W l'- 0 ] Q U' z z Q z °? ,�, m q z z Z V 0Q��a, 02W�� OJ W :DQ U) W ZW D Duo -i v 8 U co ❑�WWwo Z :)inl-z E W C) 2 (L 06 2 0 CV Q �/� JVJ 0 Z LLL.I ILL OUN W O _ V/ a w UJ � > ui O W :=z U) 1 ! l 1�2 DATE: 10-20-16 S4.1 O ] � 11 _ m 04 ~ C Z� ' O W 0 _ V/ a w UJ W Ii 04 ON0 O �U 0W� �- O W O Q CL C STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM -2153252 SCALE: AS INDICATED DATE: 10-20-16 S4.1 X N 2 11 1 11 II I h 1 11 111 111 'Lill _ I _I II I I I I II I L P EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING O INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #142 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED, IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. STRAPS REU. NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND OSURE: B .F., TYP ROOF FRAMING PLAN_ STANDARD 2ND FLOOR FRAMING O z NOTES: W 0 aQ 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR z O WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. Luo 1 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR w TO FOLLOW THE DETAILS INDICATED BELOW" z OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS 11 = SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N ~ m r SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 0 z "' H SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR f= Z !! Q SHEATHING IS NOT CONTINUOUS) F5 0 LuC0 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. in 0- 0W W W w O W N 0 O U � 0 N O o U O W z WALL LEGEND z 0 uj OWZ change to a printing layer if req'd =' ow �O0 m 9'-4" T.O.M.= 11'-0" T.O.M. 0 ry p H�� = INTERIOR/EXTERIOR w O _ Z) ()f BEARING WALLS VERIFY LL HGT. W/ ARCHITECTURAL W W PLAN U.N.O.ILL �— U) U STRUCTURAL ENG: CFG Q DRAFTING: F- Z W__ -STRUCT: . TNT --- ----- O U ttitll////®' uj m ' areae ♦� � dCJ ••••• A '®,� • •e�'1/ � 111 0 �� ,,\ ! N LL•• O J Z N 2 W JOB No. •� V1 tC �s ® Z _U e•ee �/-� •e ` ��` Q •ej��e•+ �� O s LL AS INDICATED U' W_ a. V O O U Z Q N O CL OU O Q a o U Z 1II�II�,Iq� O 1 pq StiCS�� W Z V G�ti U O Z (n O Q O a Im LI U F- U D U J U)U LL ^ W J ti O LL J r 0 0 Lu z w°O 0 Z F - mo Zuu Q U-UZ00 U)Nw K ! U Yo W Q 00WNc U) 0 F-M,ww c < z �tjF-Z E Lu 0N U oJ �¢' - w N ¢ z J z UU O O LL F= q� 0 ui zLur ou) — W U rr-) 0 O z 0 O 1 0 z 11 = ~ m r z "' H !! Q Z O LuC0 0W W W O W N 0 1 0 N O o z uj OWZ ow �O0 _ ry p H�� Z) ()f F- U) U STRUCTURAL ENG: CFG Q DRAFTING: F- Z W__ -STRUCT: . TNT --- ----- QC CHECK: MRB W JOB No. TM - 2153252 SCALE: AS INDICATED ~ DATE: 10-20-16 S4.2 1! ILL _ _ I 11 _ _ _ CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS 4 z g w 0- F_ X: (D F- O w N17 LL z O Q CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE.. HOOK PER HOOKED INTO MD08 SIDE VERTICALS'ilk ° ° d ° ry L�A ILI- a. �I O 9 Q °ad ad c d I d J d ° J ° e e .IE� 4 d °ILIA z W 4, BOTTOM STEEL IN LINTEL IF w ° ° INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 ROUGH OPENING PER PLAN I. ° a A d TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR ° — STD. 90 DEGREE ANGLE 3000 psi ° CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE ° BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. I GRADE 40 GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND 0 r° a' a NO -SHEAR WALL AT OPENING 11711 TYPI DDAL SHEAR WALL SEGMENT i 4 #3 1117/8 d a. 15 A 4 9 1/4 #4 °. 5 5/8 91/2 ° A 3 55/8 121/2 24 #5 31/8 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE ° BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING ° N• .° A I GRADE 40 GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND 0 LENGTH a' °• . NO -SHEAR WALL AT OPENING 11711 TYPI DDAL SHEAR WALL SEGMENT i A. #3 1117/8 418/4 a. 15 4 4 PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING ° N• .° A TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" I GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH a' °°I° 11711 OD11 i A. #3 1117/8 418/4 a. 15 LINTEL PER PLAN r 4 9 1/4 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 ° 113/4 25 ° I a 7 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE n 11711 OD11 i A. #3 1117/8 418/4 a. 15 LINTEL PER PLAN r 4 9 1/4 #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 ' 30 ..... .... ..__... .. . . TRANSOM OPENING 33/4 81/16 14 30 •: .. Fes...___ _ FRAME INFILL AROUND.. 36 #7 43/8 9 13/16 16 1/2 35 .•. ' WINDOW BY BUILDER 21 3/4 42 , SEE DOWEL PLAN FOR U _ 'FILLED SEE WF01/SD1 FOR CELL INFO. + G MORE INFO ,' MIN. (1) IS REQ'D ON m EITHER SIDE U.N.O. d. a a °., (2) 2X8 SYP#2 P.T. HEADER °4. -- TURNED SIDEWAYS. ' ATTACH TO MASONRY -:• WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING " �.. HANGER @ EA. END. W/ MAX. OPENING 4 FT y' (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1 O NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) i GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE n 11711 OD11 i 811 "/4 #3 1117/8 418/4 a. 15 21/4 4 9 1/4 #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 LAP SPLICE EMBEDDED STANDARD 90° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" STANDARD 180° HOOK #3 = 2 Y" #4=2%" #5=2%" #6 = 3" #7=3,2' BUILDER NOTE: LOW WALL BELOW LINTEL PER ARCH. PLANS L01 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS J w STANDARD LINTELS STANDARD LINTEL NOTES Z o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 81724-113/81F24-013 81732-1113/8F32-013 w 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 0 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 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. Lu 2'-8" 1343 2693/2561 6113/3820 _ 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. d 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 8" BEARING EA. END o 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/424904 4'-0" 860 1651 / 1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN Z 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O z ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661 /2143 5681 /2698 6472/3685 5, uJ (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD w 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 0- 8'-0" 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. uj 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O (� 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY C) W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Z Q 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS J 12'-8" 0 369/261 1002/984 1697/1361 _ 2630/1738 m 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 R 16-0" 0 284/0 950/0 1379/0 1997/0 O 18'-0° 0 211/0 750/0 1177/0 1676/0 MATERIALS LL - 18'-8" 0 142/0 598/0 1114/0 ---.1468/0 1. f'c PRECAST LINTELS = 3500 PSI. = W 20'-0" 0 180/0 598/0 1024/01441/0 2. f'c PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981 / 0777 1376/0 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 110 / 0 450 / 0 824 / 0 _ 1147 / 0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-0B STRENGTH = 1900 PSL O w M 00 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60, PRESTRESSING STRAND PER ASTM A416 GRADE ;a ``♦♦,��11149/0/'�'� w 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. O E J�'irY o T-0" 1230/1230 2769/2769 4085/4085 • +„ r = Z N J 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE „� a��',,- �'•®� : Q C) 4'-4" 846/833 2121 / 1716 3127/2839 .. 2y`'� p=1 p W F =FILLED WITH GROUT / Q 5'-4" 664/572 1761 / 1761 2595/2595 LINTEL w MARK U = UNFILLED R = RECESSED d �" = Z 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS ,,r p < 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ :,� �.�C7 �"' M O 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY �.�' a� 8F16-1B/1T �''`•Pa °° Oe 8F81B/1T -"�_ !j ♦®" QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER U) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8RF14-1B/1T NOMINAL HEIGHT d � l NOMINAL WIDTH V 0° 8F16-1B/1T O o TYPE DESIGNATION C) w �o O 8RF14-0B/1T Z M F --i 8F16-0B/1T 1-1/2" CLEAR aS U �'1!;ra' i1 �`��a o = w!us, o 0 81720-16/1T < w d. [LO Z _7 #5 REBAR AT TOP MIN. (1) REQ'D Q o 0 O" 8F20-0B/1T Q Q C.M.U. U O 8RF22-1B/1T OD z O V14 � GROUT D H 0 8F24-1B/1T L6 0 z ° #5 REBAR AT BOTTOM OF LINTEL z ZG� U io CAVITY O O O 0 8RF22-0B/1T BOTTOM REINFORCING PROVIDED > o� Q 7-5/8" ACTUAL IN LINTEL (VARIES) O O 8F24-0B/1T 8" NOMINAL WIDTH w FILLED LLi N 8RF30-1B/1T O O 8F32-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T Q 0_ #5 REBAR AT TOP MIN. (1) REQ'D O Z 8F32 -0B/1T U J <t z C.M.U. U) U) 0 O 8F38 -1 B/1 T ° LL W o o O 81712 -1 B/1 T � � p Q Z � � � BOTTOM REINFORCING PROVIDED Q 0 _- O 81740 -OB/1T '�_ U Z 0 �- o= 7-5/8" ACTUAL IN LINTEL (VARIES) 0 n w z „� N Ow 8F8 -013/1T 8" NOMINAL WIDTH w �+ J Q O O° 8 = (/):s.. 0 UNFILLED I=- . j z Z a� z Z E W O � Qa SAFE LOAD TABLE NOTES w I— QN w N < 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Z W Z w0 U 9 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. O 2. 0 = NOT RATED. U H 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. <C W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Z = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING � ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. U O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. C 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY (D CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF Z_ SUPPORT. 0 Q 18. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0 z Lu 11 N LINTEL PLAN WALL LEGEND change to a printing layer if req'd L= 9'-4" T.O.M. = 11'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. _ UJ i p W Q W �N0 1 O N O i 0O J Z i >- W a0 O �0 1— I— ry i STRUCTURAL ENG: CFG C DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM -2153252 SCALE: AS INDICATED DATE: 10-20-16 S5 i n a. e G ° . _ e°14 ° a°: U _ + G m e a a °., °4. LAP SPLICE EMBEDDED STANDARD 90° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" STANDARD 180° HOOK #3 = 2 Y" #4=2%" #5=2%" #6 = 3" #7=3,2' BUILDER NOTE: LOW WALL BELOW LINTEL PER ARCH. PLANS L01 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS J w STANDARD LINTELS STANDARD LINTEL NOTES Z o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 81724-113/81F24-013 81732-1113/8F32-013 w 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 0 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 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. Lu 2'-8" 1343 2693/2561 6113/3820 _ 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. d 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 8" BEARING EA. END o 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/424904 4'-0" 860 1651 / 1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN Z 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O z ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661 /2143 5681 /2698 6472/3685 5, uJ (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD w 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 0- 8'-0" 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. uj 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O (� 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY C) W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Z Q 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS J 12'-8" 0 369/261 1002/984 1697/1361 _ 2630/1738 m 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 R 16-0" 0 284/0 950/0 1379/0 1997/0 O 18'-0° 0 211/0 750/0 1177/0 1676/0 MATERIALS LL - 18'-8" 0 142/0 598/0 1114/0 ---.1468/0 1. f'c PRECAST LINTELS = 3500 PSI. = W 20'-0" 0 180/0 598/0 1024/01441/0 2. f'c PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981 / 0777 1376/0 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 110 / 0 450 / 0 824 / 0 _ 1147 / 0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-0B STRENGTH = 1900 PSL O w M 00 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60, PRESTRESSING STRAND PER ASTM A416 GRADE ;a ``♦♦,��11149/0/'�'� w 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. O E J�'irY o T-0" 1230/1230 2769/2769 4085/4085 • +„ r = Z N J 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE „� a��',,- �'•®� : Q C) 4'-4" 846/833 2121 / 1716 3127/2839 .. 2y`'� p=1 p W F =FILLED WITH GROUT / Q 5'-4" 664/572 1761 / 1761 2595/2595 LINTEL w MARK U = UNFILLED R = RECESSED d �" = Z 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS ,,r p < 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ :,� �.�C7 �"' M O 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY �.�' a� 8F16-1B/1T �''`•Pa °° Oe 8F81B/1T -"�_ !j ♦®" QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER U) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8RF14-1B/1T NOMINAL HEIGHT d � l NOMINAL WIDTH V 0° 8F16-1B/1T O o TYPE DESIGNATION C) w �o O 8RF14-0B/1T Z M F --i 8F16-0B/1T 1-1/2" CLEAR aS U �'1!;ra' i1 �`��a o = w!us, o 0 81720-16/1T < w d. [LO Z _7 #5 REBAR AT TOP MIN. (1) REQ'D Q o 0 O" 8F20-0B/1T Q Q C.M.U. U O 8RF22-1B/1T OD z O V14 � GROUT D H 0 8F24-1B/1T L6 0 z ° #5 REBAR AT BOTTOM OF LINTEL z ZG� U io CAVITY O O O 0 8RF22-0B/1T BOTTOM REINFORCING PROVIDED > o� Q 7-5/8" ACTUAL IN LINTEL (VARIES) O O 8F24-0B/1T 8" NOMINAL WIDTH w FILLED LLi N 8RF30-1B/1T O O 8F32-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T Q 0_ #5 REBAR AT TOP MIN. (1) REQ'D O Z 8F32 -0B/1T U J <t z C.M.U. U) U) 0 O 8F38 -1 B/1 T ° LL W o o O 81712 -1 B/1 T � � p Q Z � � � BOTTOM REINFORCING PROVIDED Q 0 _- O 81740 -OB/1T '�_ U Z 0 �- o= 7-5/8" ACTUAL IN LINTEL (VARIES) 0 n w z „� N Ow 8F8 -013/1T 8" NOMINAL WIDTH w �+ J Q O O° 8 = (/):s.. 0 UNFILLED I=- . j z Z a� z Z E W O � Qa SAFE LOAD TABLE NOTES w I— QN w N < 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Z W Z w0 U 9 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. O 2. 0 = NOT RATED. U H 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. <C W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Z = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING � ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. U O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. C 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY (D CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF Z_ SUPPORT. 0 Q 18. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0 z Lu 11 N LINTEL PLAN WALL LEGEND change to a printing layer if req'd L= 9'-4" T.O.M. = 11'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. _ UJ i p W Q W �N0 1 O N O i 0O J Z i >- W a0 O �0 1— I— ry i STRUCTURAL ENG: CFG C DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM -2153252 SCALE: AS INDICATED DATE: 10-20-16 S5 (1) #5 FROM FTG. TO — (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x BRIG WALL PER J LLI TIE BEAM SPLICE TO a TIE BEAM SPLICE TO „ 1/2" J-BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q Q BE MIN. 25" GROUT I� BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE z CELL SOLID CELL SOLID �I REQ'D MIN 4" BELOW Lu MASONRY WALL MASONRY WALL - M w CONC. SLAB PER (1) #5 CONT. SEE PLAN 1� SEE PLAN I l ¢ FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER I w CONCRETE SLAB PER I CONCRETE SLAB PER w FOUNDATION PLAN 2 1/4 CONN- SLAB PER l ¢ CONCRETE SLAB PER w FOUNDATION PLAN FOUNDATION PLAN "Ila FOUNDATION PLAN > I... FOUNDATION PLAN W z Q 2x PT SILL PLATE 2x P.T. SILL PLATE N w ° 0-g > z 1 VARIES w 4' SEE PLAN I w m a ° I a.. a; ° .:. li • O z d° '4° •1'e 00 00 (n ° .r.D'. �...'a41 ° a ..4 �. ° " a. - aa• O ____ — i- ==1 r=w a • GRADE _. _ - - -I - L..„I ° a 1:, GRADE _z w - - -- ___.__. ' ,1 � III ° d ' _ 77-�_ILIiI-00 Lill Z I W Z eo p7 ._ _. I-_ I I — uj -1 r -- I !_ > W ! -.-. ! — - — I- -� I-1 I - _ _ —1I D I I= z I_.:m-:I I!. I I "', I!- o Q w �_: 8 4 ..� a M -1 I --i _ _ -- — — i - i _-I I _I !—_! ! III-1_L-1 ! I_.._ o I I I III--I I I_� u) -I 1= I - I III _ r > ° I—I I i - _I_. D ., I I _._..l III ► = ! __ I - -! I I I—_► i i III- .--III___- - — I --- D 16” � � 8r, 8rr 01 0 z C] (2) #5 BARS CONT. ' I — I (2) #5 BARS CONT. CLEAN COMPACTED W/ 3" COVER TYP. 14 d 3"' COVER FILL @ 95 /° STANDARD CLEAN COMPACTED O 2 #5 BARS CONT. w/ 3 CLEAN COMPACTED CLEAN COMPACTED 3 C V R CLEAN COMPACTED W/ 3 COVER TYP. ° O (2) #5 BARS CONT. w/ 3" FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD U COVER TYP.' AT 8" 8" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD m DENSITY DENSITY `'' DENSITY DENSITY Q (2) #5 BARS CONT. wJ 3" 2-STORY COND. (3) #5 2-STORY GOND. (3) #5 _0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO � WHERE 2ND STORY OCCURS, FTG 2-STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY U_ SHALLBE 1'-4" WIDE w/(3) #5 BARS LU BE 20" WIDE F=- iY O fiFO TYPICAL EXTERIOR FOOTING F02 LL TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING - o w M 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=l'-O"3/4"=l'-O"3/4 -1-01,> ```�,''si w °�° OPT. MASONRY CURB O • •eosire•�"+J%/Io✓ r J o @ELEV. 0'-0'' w/ (1) #5 f ° Z VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D e �� t� Q°'► � Q ' I CONT, BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS v ' e v Og 11 SLOPED GROUT TO w °° ix Q V-4 u.i Q DRAIN • ,. OPTIONAL CURB BY ° MASONRY WALL ;�•� 0: a Z Q° SEE PLAN ,''d Y • , der �• .'~' II BUILDER MIN. 24" BEFORE °l 1 4' l b�•e"•®°ea ' yy`�� pip O CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP 1 I ° CONC. SLAB PER (1) #5 FROM FTG. TO CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. ° SLOPE25" FOUNDATION PLAN TIE BEAM MIN. ° I � � 1 ° ° � 8" FOUNDATION PLAN w/ 3" COVER TYP. " 1 I #5 CONT. PER MFG SPLICE GROUT CELL w a ° l REINFORCEMENT SEE SOLID PER PLANS r' GRADE a a° as 141 FOUNDATION PLAN w ° a° a -. � � - w o I e r I: ° FOR QUANTITY 1 ° ... _ __ a .r w a e.1 a ° I O e a I _ I ._ I I �,.- III ...:._I ° - .�°' • a.. a'. n _ I h Z .1. ° �..a ;. m "� '� e "' 'T a THRESHOLD PER MFG a , U _ a a - I- - d _ a #5 x 25" x 25" CORNER 4 a ° ° a ° .- ..... �. a °, a.- ff a ° . a: a —� -- -_fl n 1 - _. _ Cn 4 a- n a e "a _ z O l�6Ji d' ° .. Y{.- D EA -- "` o .a '° ° O _ BAR, ONE FOR a Q hl'"il ylt cv — ! I —i I- I I I i.�:. _..,....I.I:-...: _ �.. ,..... .,.. .,,,,, .. a a.. ,-._..-�.,,-I--._ q - �� :� •, ..� _ a 4 1. ° I �-o', -� III —_� _' i —� „ n. I° HORIZONTAL CONC. SLAB PER w ( I — _ -.: L DI I D ! = M _ 8 J , .. ; I I " ° 'I REBAR, TYP. U.N.O. FOUNDATION PLAN III— — — — — -- - w o 00 - 8" 4" - III I I- I - , - ° . ° ° n I =- - —_ - — 1 _— ° w 77 i f a,ra r:°ra-°' ! ° M —�_ I I Q~. O O a w o � a Vie„ — _ _ _ _ _ (2) #5 BARS CONT. ( Q a o - ",�.. --- ! ° W/ 3 COVER TYP.' (=j -I I L-III-1 I cn SLOPE @ 1-4 Z II!hIi w O ! I: I w l I�I - __ (2) #5 CONT. w/ 3 4" -- 2-STORY CONDITION O 4 0 (2) #5 CONT. w/ 3 r I 16 MIN — COVER TYP. PER MFG ° ,. SLOPE EXT. SURFACE (3) #5 BARS w/ 20" O ��s1G U (2) #5 BARS CONT. cy)COVER TYP. ---.L- I III_ -III—) I--I (2) #5 BENT BARS w/ - WIDE FOOTING Z G W/ 3" COVER TYP. OR GRADE 1/4 PER Z CLEAN COMPACTED MIN. 25" LAP SPLICE CLEAN COMPACTED O FOOT AWAY FROM FILL @ 95% STANDARD � p� FILL @ 95% STANDARD BUILDING > Q WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT d FILLER ca L AFO FOOTING @ SHOWER AT MASONRY F08 THICKENED EDGE AF09 TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL OIF12�FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" #5 CONTINUOUS INTERIOR FINISH PER FILLED CELL PER PLAN WOOD POST PER PLAN ARCHS ON EA. SIDE OF Q (a LL L Lu J 0 FOR SIZE AND BASE #4 BAR @ 48" O.C. W/ WALL U) U ,� 4„ CONNECTION MIN. 32" BEND INTO 2 1/4" O o 7 ti 06 w 0 H M E - - - - - - + TOP COURSE TO BE SLAB O 0 Q Z � w - 8 GARAGE tm CHAIR BLOCKS. CONCRETE SLAB SEE P.T. BOTTOM PLATE ENTIRE BASE TO BE PLAN O D I- 0 �o�00Y FILLED SOLID J cp a z a o g O wz`O y TOP VIEW CORNER SEE ELEVATION SEE PLAN FOR STAIR _ O Q ° lo INFO. IF CONCRETE _ Z¢¢ N o z E ..r rr. ..r, ..� �:, CMU BASE w/ (1) #5 ° STAIRS ARE FORMED & CONC. SLAB PER a i m 0 2 a FOUNDATION PLAN VERTICAL EACH < • I POURED, PROVIDE (1) c) GARAGE WALL @ I III- �/j _ BEYOND CORNER. SEE FLR. d Q #5 @ EACH STEP (MIN w �( w N a PLAN FOR BASE SIZE (3) #5 CONT. W/ 3" MIN I : I 1-1/2" COVER) U W 0 I-- w U N z° COVER ON CHAIRS ! ".I Z J O O ' DRIVEWAY BY _:��+----1=- � ¢(. =_ " ° • .° L. � H D � SEE FOUNDATION FOR 4rr BUILDER- CONCRETE 1 I i.-= ! I a. 4 O~ OR PAVERS 1 l } > ! ....- _�- U ~ _ PAD SIZE � �• +-^- +� - •-� �-' CONC. SLAB OR d n,° / O w UPLIFT CONNECTORS I.,_I,, "�. ":--! I IIID Z LIJ LL PAVERS PER PLAN l "^ l cJ cn SUCH AS SP's, H's, AND ._ III- =III=III T U) ANCHOR BOLTS ARE w _-- — - cn - _- 1-1 I— — ° CLEAN COMPACTED e „ ! NOT REQ'D ON WALLS 2r-Orr O I - FILL @ 95% STANDARD ° --- - 1, e ,�, ., 1 ,.' .I NOT EXPOSED TO DENSITY -; UPLIFT FORCES. CLEAN COMPACTED 8" x 8" THICKENED .. r. L:a�°.�•� a ., o UI g" 3" COVER TYP. CLEAN COMPACTED = h� .. "' - SHEARWALLS FILL @ 95 /o STANDARD z - EDGE w/ (1) #5 CONT. o _ REQUIRE ANCHOR DENSITY & TERMITE FILL @ 95/° STANDARD I j DENSITY {....._-.__.._ BOLTS PER PLAN. TREATED O 4R�THICKENED EDGE @ GARAGE DOOR fiF1'�FOOTING @ ENTRY MASONRY COLUMN F23 DEEP MONO INTERIOR STEP DOWN NOT USED Z ° 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" w 11 I- m � TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE Z = CENTERED AT PIPE Q PENETRATION c~!) 0 Z O t - 0 ui 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE - 4 uj FINISH PER ELEV. CENTERED AT PIPE ! , __!_ ! �— I 0 1 CONC. SLAB PER 0 N 0 r. PENETRATION ! !,._"III:, ! I—! ! W d' FOUNDATION PLAN - 8 C.M.U. FINISH PER z 2 M w FINISH FLOOR ELEV. ) I-�1 1 O .. m PENETRATING 41 FINISH FLOOR °° I 4� d- I w I— O J Z _ W _ DE PIPE PENETRATING PIPE :, III ,III III—) L—! I II I II I II_ I W �' Ci 0 GRA - m , :a • SEE FDN. I _ � Q � ' . a, " LOOP TIE TYP. — PLAN FOR _ . (TYP.) o SIZE & REINF. _ - v I— Z + j I f - . �. _� -) 1=1- -- (;= PIPE PERPENDICULAR TO FND o" „ �° D�::-TTf-- --- D �= I _I I TOP (2) #5 x 4'-0, PVC SLEEVE MIN. _ �I (— =- FOOTING PER PLAN z - _ _ - - ! ! ! ! ! L- CENTERED AT PIPE m STRUCTURAL ENG: CFG DIAMETER TO BE 2 — — -- — PENETRATION PVC OR SCH40 SLEEVE z III III III_ L.._ ! ,. I I !— L—) ! < DRAFTING: CLEAN COMPACTED _ I - ISI ! ! Q W-STRUCT: TNT PIPE SIZES LARGER FOOTING PER PLAN -- ! - - -SEE FDN PLAN THAN THE FILL @ 95% STANDARD SIDE VIEW DENSITY I w! ! FOR SIZE I _-I _ �... `'� Q PENETRATING PIPE ( ) l �- &REINF. �� e QC CHECK: MRB PVC SLEEVE - (FRONT VIEW) — I-III:...-. ! TI I_ w � JOB No. TM - 2153252 SCALE: AS INDICATED PIPE VERTICAL THRU FDN-1 ( I -- - -- --- - � - DATE: 10-20-16 TYPICAL FOUNDATION PENETRATIONS NOT USED #Fll'�SD1 3/4"=1'-0" PIPE PARALLEL TO FND I II III III I d a . , .r. �..� ..:..r P. w z ENTIRE COLUMN TOEL BE GROUT FILLED w " U.N.O. U) q AV f" 1 11 0 VERTICAL REINFORCEMENT DETAIL PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL F 1) #5 VERTICAL IN F )ROUT FILLED CELL (IF C tEQ'D PER PLAN) ► i JOTE: SEE MD08 ON .INTEL PLAN FOR kDDIT'L REBAR INFO NOTE: CUT BACK 2x8 PP.T. @ TOP TO ALLOW RECAST LINTEL PER PLAN CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN N, 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 12x BUCK PER MD04 THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP" BASE ARE REC 2x BLOCKING MIN 2x4 STUD4 O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK O COURSE W/ (1 CONT. fiF1' KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" ADO GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR ROOF SHEATHING FOR STRAP CENTERED CONT. ROOF SHEATHING NAIL PER PLAN SCAB IN EACH TRUSS THREADED RO D / O PLAN / BEARIN( SHEATHING ON BOTH SCHEDULE. ON (3) 10d NAILS TYPICAL REQUIRED WHI BELOW AND CONNECT w/ HTS20 @ 32" O.C. INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF 2x PLATES OVER ROOF DECK PER VALLEY MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE FRAMING DETAIL WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ Nu 6d NAILS@ 16" O C 5-1/2" EMBED. AT EA. / B O DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. ANCHOR. (1st BOLT TO {, BE 8" MAX. ABV. CURB, BOTTOM CHORD REST EQ. SPACED 11 COMMON TRUSS PER PLAN OR CONV. FRAMING w/ -24 O.C.) hT BASE PLA 1/2"=11-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU _.-- HEADER (SEE PLAN 7/16" O.S.B. EA. SIDI ARCH PER ELEV` 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD DO�\ BEARING/ SHEARWALL CONNECTION TO CMU SEE TYPICAL HEADER RAMING DETAILS FOR 0DITONAL gFORMATION IEADER CAN BE ITHER UPSET OR IOWNSET) x W/ (2) 16d TOE NAILS :ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONIC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2" TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 2' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL I— (2) 2x TOP PLATE (2) 2x PLATE —J 2x STUDS @ 16" O.C. FOR KNEE WALL CHORD WITH (4) 10d LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F O ROOF SHEATHING FOR STRAP C CONT. ROOF SHEATHING NAIL PER PLAN SCAB IN EACH TRUSS PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D / O TO TOP CHORDS OF TRUSSES BELOW WHEN SHEATHING ON BOTH BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS (3) 10d NAILS TYPICAL SHEATHING ON BOTH BELOW AND CONNECT w/ HTS20 @ 32" O.C. SIDES FROM TOP OF O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H A F J O 2x PLATES OVER ROOF DECK PER VALLEY BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER FRAMING DETAIL RADIUS AS REQ'D BEAM. ATTACHED PER Nu 6d NAILS@ 16" O C NAILING SCHEDULE / B O DOUBLE TOP PLATE NAILING SCHEDULE TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ C H SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR {, RAFTER BOTTOM CHORD E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ FRAMED WALL PER STRUCTURAL SHEATHING PER PLAN AND ROOF PLAN FINISH PER ARCHSFIN MIN. H2X6 G CURVED ROOF TRUSSES PER PLAN OR CURVED HEADER O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED 701 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONIC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2" TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 2' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL I— (2) 2x TOP PLATE (2) 2x PLATE —J '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED /6F03\ KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/16" CHORD WITH (4) 10d (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ O.C. W/ 2x4 #2 SYP BLOCKING 'x4 SPF CONT. STRUCTURAL SCAB IN EACH TRUSS FOR BEAM SIZE STRUCTURAL ATTACH TO (LOCKING A T C SHEATHING ON BOTH COMPANY (3) 10d NAILS TYPICAL SHEATHING ON BOTH '/16" OSB SIDES FROM TOP OF 2x4 'X' BRACE ACROSS vi SIDES FROM TOP OF JAILS WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER NAILS RADIUS AS REQ'D BEAM. ATTACHED PER Nu 6d NAILS@ 16" O C NAILING SCHEDULE LAP W/ (2) 16d NAILS NAILING SCHEDULE '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED /6F03\ KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2; NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MI NAILS (2) BAYS PAST A/C LOCATION. MIN (3) BP 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYP TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. STANDARD TRUSS - TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN - KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS IB01 A/C IN TRUSSES PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL; TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD; GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1'-0" CHIMNEY FRAMING DETAIL 3/4"=1'-0" PRE -CAST LINTEL PER LL] PLAN J �__ (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES ACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3 12" O.C. 2 Q z Q 0 w 0 U) w - - -- FOR SP FASTEN PT 2x NAILER N TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, z O FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM 1— z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK L 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, s STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Lo THIS CASE. w 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED@ 12" O U) O.C. @ EACH SUCCESSIVE BUCK (D W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME z C) (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET m 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S D SPECS � w w Lu U- 0 Z %011111111111 co j 00 SHEATHING PER PLAN STRUCTURAL ��®,�"�, ••• 6% %i�s cr.Y o '� TYP. TRUSS TO FRAME SHEATHING CONNECTION PER TYP. TRUSS TO FRAME we J STD. CONNECTOR CONNECTION PER W 'k ac+ Q �LLj Q NOTES STD. CONNECTOR O F-. = Z pZ 0 °•Qry FRAME OUT TO BLOCK NOTES O EDGE AS REQ'D FRAME OUT TO BLOCK _ i��6� °•°.•,,®•••� `+® m EDGE h- ik i0 � w (2) 2x TOP PLATE r l 1/2" x 8" ANCHOR BOLT CL `J (2) 2x #2 SYP SEE PLAN :j OR TITEN HD @ 32" O (2) 2x #2 SYP SEE PLANFOR BEAM SIZE (ONLY O O.C. & 6" FROM EACH U FOR BEAM SIZE END � IF OPENING PROVIDED 0 � Mof PER PLAN) z ^ O MIN. 2x4 SPF #2 KNEE Q �""� �''hlli` yfc� WALL w/ STUDS @ 16" 2x PT BOTTOM w PLATE O.C. w/ STRUCTURAL w6 SHEATHING FROM Q OU c O TOP OF WALL TO a PRECAST LINTEL OR BOTTOM OF WALL. U d Ii c° KNOCK OUT COURSE ATTACHED PER u- O II tit` ``- � NAILING SCHEDULE II!�c�StU� U ° OTHERWISE SP2 CLIPS z MASONRY WALL AT TOP AND SP1 CLIPS O Z BUILDER FRAMEco AT BASE ARE REQ'D O RADIUS AS REQ'D wl QmCL LLI fiFO KNEEWALL OVER MASONRY WALL 3/4"=1'-0" 3/4"=1'-0" t- v, ROOF SHEATHING U) o J Z ATTACH PER NAILING Q (D SCHEDULE O Q Lu J o n z06 W zHM E STANDARD TRUSS 8 TOP CHORD VARIES U Q z U o o TRUSS WEBS NOT i J U) w z w8 SHOWN FOR CLARITY 2 _ 2, w W o PRE-ENG.TRUSS PER CA z =)q) r- z E 2x4 #2 SYP CROSS PLAN, 24" O.C. MAX O N ¢ a BRACING (AT 45°) W/ ROOFING MATERIAL t ' ' (3) 12d NAILS TO RAT PER ARCHS U 7W U V N RUNS. TYP EACH SIDE z W z O SEE FRAMING PLAN Q J O FOR CONNECTION 0 _uj CONDENSATE INFO p I— 11 DISPOSAL BY A/C V SUPPLIER SEE ELEVATION 0 �— TOP OF MASONRY Q W CONNECTION TO BE z W SUPPLIED BY A/C SEE ARCH PLANS FOR r) COMPANY OVERHANGINFO O D_ (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. Z A34 OR LUS24-2 EACH FOR O.H. END TYP. SINGLE TIE -BEAM 0 W/ (1) #5 CONT. O GROUT SOLID O z U) w 11 04 FLUE PER MANUF. ry SPECS W/ 2" MIN. WINDOW PER > _ &CLEAR FRAME BETWEEN FLUE FLOOR PLAN z Z Z = Q W .J GALVANIZED FLASHING H _ EXT. SHEATHING PRECAST CONC. OR 'S LIC W Y POWERS STEEL SILL O w N O 1 ATTACHED PER NAILING SCHED. TYP. @ALL WINDOWS 0 O N 0 z M 2x4 FRAMED CRICKET EXT FINISH PER PLAN m W/ GALVANIZED w �— 0 W ILL FLASHING LU Q O Ill -J O O MAIN FLOOR 1 � (4) 16d COMMONS ELEV 0'-0" ~ NAILED @ EACH END CONC. SLAB - VERT REINF, BEYOND SEE FOUNDATION � 1=1 — 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO __ j 11,--` STRUCTURAL ENG: CFGU) - - 16d COMMONS END III I I- < DRAFTING: NAILED TO VERTICAL z I MASONRY WALL PERw-STRUCT: TNT 2x4's I= PLAN 9 QC CHECK: MRB SEE FOUNDATION w DETAILS FOR FTG INFO JOB No. TM 2153252 TRUSS PER PLAN = SCALE: AS INDICATED ~ DATE: 10-20-16 TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" SD2 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A ... . DIAGONAL TO BEAM BEAM CONNECTION SIMPSON I DIAGONAL PLATE CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD WHERE O.H. IS > 1'-0", DROP NO BRACE REQUIRED 3 1/4" HOLD 1/2" J -BOLTS w/ 7'-0" < H:9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1614'4' SIMPSON HGA10 @ 48" WASHERS (MIN. 7" STRONGBACK W/ (2) 2x4 BRACE GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d EMBED) MIN. 6" FROM F- NAILS, TOENAILED @ SHEATHING O.C. EACH END AND 32" O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q Q END NAILS @EACH = TO STUD) NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Z Q LAY 2x4 BLOCKING INTO BLOCKING, (4) 8d GABLE END TRUSS TO ¢ <; 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 w U EA.DIAG. AS SHOWN. SHEATHING PER PLAN w SCHED. SIMPSON H2.5(TYP.) a o m NAILS @ 6" O.C. BRACE TO LEDGER TO BE CONT. @ THE HOLD WALL 3-1/2" (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) \H2.5CLIP. MAX 2'-0" O.H. L J— FASTEN ROOF CMU WALL OR LINTEL ``—'---- " HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) @ EA. RAFTER TO PLT. DOUBLE TOP PLATE BELOW TRANSITION FROM 10d NAILS @ EA. TRUSS 2x4 LEDGER W/ (2) 1 OdHA HEADER PER PLAN IF SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. w NAILS @ EACH WEB REQ'D. MIN (1) JACK & TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ g EXTERIOR SHEATHING. ATTACH PER PLAN (1) KING STUD w/ SIMPS. WALL TO GABLE SINGLE BASE & TOP UPLIFT CONNECTOR C PLATE & 6" FROM JAMB LSTA18 HEADER TO (SEE SCHEDULE) PLATE w/ PLYWOOD FALSE BM PER PLAN FROM TOP OF WALL STUDS TYP. BASE BLOCKS w/8d NAILS SEE ELEV. FOR , TO BOTTOM CMU WALL CONNECTION CLEAR SPAN CONNECTION TRUSS TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** rGEOkGABLE END AT VALLEY FRAMING \ FLAT CEILING CONNECTIONS , DTC CLIP, (2) 8d NAILS STRUCTURAL ENG: CFG @ 6" O.C. O.H. SIZE . INTO BLOCKING, (2) MASONRY WALL OR — 2x8 #2 SYP PT, BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN IN CMU. OR SIMPSON .: ANCHOR BOLT OR SIDE OF EA. STUD. CONT. 2x4 TM -2153252 0 WHERE O.H. IS > 1'-0", N CENTERED BETWEEN AS INDICATED 6" FROM EACH END DOUBLE 2x TOP PLATE STD CONDITION@ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING \ 2x4 DIAGONAL BRACEzz DROP END GABLE w/ 3RD OUTLOOKERS @ 24" FASTEN SIDE WALL \ \O.C. BAY REQ'D w0 TO RUN BACK TO p Z 0 SHEATHING PER PLAN. STRONGBACK, SEE 1ST COMMON TRUSS (5) 16d NAILS BRACE \ CHART WITH (3) 12d TOENAILS. t � TO BLOCKING \ GABLE BRACING (+) CONNECT TO DROP w EXT. SHEATHING; \ SEE CHART GABLE WITH H2.5 CLIP. 0 U )P ATTACH PER PLAN MAX 2'-0" O.H. U PROVIDE 2x4 BRACE _ O W TO EA. ADJ. DIAG. Q FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D CONT. 2x4 FRAME WALL CONNECTION 16d NAILS. PER CHART (5) 16d NAILS BRACE 2x4'S @ 24" O.C. ¢ GABLE BRACING @ 48" = TO BLOCKING Df GABLE END O CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO IROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d k Z-0" MAX. END NAILS EA. END i11RMLYAl_T:� VARIES H RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" FIELD FRAMED VALLEY DETAIL 1/2"=11-011 O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN —� SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN w W M SPLICE AS REQ'D 45° PER PLAN. 16d NAILS. f�ylfyy u- GABLE BRACING CHART BRACE TO PLATE TRUSS BOT. CHORD v NO BRACE REQUIRED 3 1/4" HOLD 1/2" J -BOLTS w/ 7'-0" < H:9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1614'4' PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" STRONGBACK W/ (2) 2x4 BRACE 2x4 BLOCKING (2) 12d INTO BLOCKING, (2) CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ NAILS, TOENAILED @ SHEATHING STUD TOP & BOTTOM EACH END AND 32" O.C. 24" O.C. FOR FALSE BM EACH END.AT 24" O.C. w (TYP.) (END NAIL PLTS. MAX. ATTACHMENT w/ (3) 10d END NAILS @EACH = TO STUD) (D TOENAILS EA. END T co PROVIDE 16d NAILS SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING INTO BLOCKING, (4) 8d GABLE END TRUSS TO ¢ <; 2x TOP PLATE TO EXT. SHEATHING; "- PLT.@12" O.C. MAX. w U GABLE END W/ 16d iI SCHED. SIMPSON H2.5(TYP.) a o m NAILS @ 6" O.C. BRACE TO LEDGER 2x PLATE WITH HOLD WALL 3-1/2" O FRAMING FOR FALSE L J— C CMU WALL OR LINTEL ``—'---- " HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) @ EA. RAFTER TO PLT. DOUBLE TOP PLATE BELOW . 10d NAILS @ EA. TRUSS 2x4 LEDGER W/ (2) 1 OdHA HEADER PER PLAN IF C BRACE NAILS @ EACH WEB REQ'D. MIN (1) JACK & TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ g EXTERIOR SHEATHING. ATTACH PER PLAN (1) KING STUD w/ SIMPS. #5 CONT. SINGLE BASE & TOP UPLIFT CONNECTOR C PLATE & 6" FROM JAMB LSTA18 HEADER TO (SEE SCHEDULE) PLATE w/ PLYWOOD FALSE BM PER PLAN FROM TOP OF WALL STUDS TYP. BASE SHEATHING COVERING IF REQ'D TO BOTTOM CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** rGEOkGABLE END AT VALLEY FRAMING GEO GABLE END @ FLAT CEILING CONNECTIONS , DTC CLIP, (2) 8d NAILS STRUCTURAL ENG: CFG IROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d k Z-0" MAX. END NAILS EA. END i11RMLYAl_T:� VARIES H RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" FIELD FRAMED VALLEY DETAIL 1/2"=11-011 O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN —� SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN w W M SPLICE AS REQ'D 45° PER PLAN. 16d NAILS. f�ylfyy u- GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H -,I-' T-0" (1) 2x4 BRACE 7'-0" < H:9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1614'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) gPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/ A35 U ::i PROVIDE 2x BLOCKING ON (1) SIDE OF r-� �" w RAFTER & A35 ON ADJ FOR NAILING DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE 2x4 BLOCKING (2) 12d INTO BLOCKING, (2) (2)16d NAILS PLT. TO 11Tj3/16" x 2 3/4" TAPCONS NAILS, TOENAILED @ SHEATHING STUD TOP & BOTTOM TRUSS PER PLAN 2x4 SYP #2 BLOCKING, EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. F 2x6 (MIN.) PLATE THRU END NAILS @EACH PER PLAN TO STUD) END. �_ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING INTO BLOCKING, (4) 8d END NAILS @ EA. LINTEL PER PLAN OVER THE TOP OF THE 2x4 #2 SYP P.T. EXT. SHEATHING; NAILS INTO TOP PLATE OUTLOOKER 2x WALL, SEE PLAN BLOCKING @ 24" O.C. (2) 16d TOE NAILS SCHED. SIMPSON H2.5(TYP.) FRAMING (OR PRE -ENG VALLEY TRUSSES) TO W/ (2) 12d END NAILS BRACE TO LEDGER 2x PLATE WITH HOLD WALL 3-1/2" F— @ EACH END C DOWN FOR SEE GABLE WALL PER PLAN 0 @ EA. RAFTER TO PLT. DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN FO NON-BEARING WALL CLIP DETAIL 2x4 LEDGER W/ (2) 1 OdHA HEADER PER PLAN IF C NAILS @ EACH WEB REQ'D. MIN (1) JACK & TO MASONRY, AT TRUSS PER PLAN g EXTERIOR SHEATHING. ATTACH PER PLAN (1) KING STUD w/ SIMPS. (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR C PLATE & 6" FROM JAMB LSTA18 HEADER TO (SEE SCHEDULE) STUDS) w/ MIN 7" a FROM TOP OF WALL STUDS TYP. BASE SHOWN, SEE PLAN C a TO BOTTOM CONNECTION WALL W/ UPLIFT MASONRY 2x8 #2 SPF STUDS AT SHEATHING PER PLAN C rGEOkGABLE END AT VALLEY FRAMING 16" O.C. 1/2" x 8" J -BOLT @ 32" , DTC CLIP, (2) 8d NAILS STRUCTURAL ENG: CFG O.C. AND 6" FROM EA. . INTO BLOCKING, (2) MASONRY WALL OR — 2x8 #2 SYP PT, BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN IN CMU. OR SIMPSON .: ANCHOR BOLT OR SIDE OF EA. STUD. META16 TM -2153252 TITEN HD @ 32" O.C. & CENTERED BETWEEN AS INDICATED 6" FROM EACH END NDCMU SEE WALLSPLICE DETAIL WALL SP STD CONDITION@ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) gPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/ A35 U ::i O.C. MAX. 45° FROM ON (1) SIDE OF r-� �" w RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE �, •• Q� 11 INTO BLOCKING, (2) (AS SHOWN) 11Tj3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAX. SHEATHING IN CMU. OR SIMPSON TRUSS PER PLAN 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. FASTEN SYP OR SPF @ 24" O.C. W/ (2) 12d F 2x6 (MIN.) PLATE THRU END NAILS @EACH u - SHEATHING PER PLAN END. �_ W/ 1/4"x4-1/2" SIMPSON z~ Z L SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING - — — — — — CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOWBOTTOM EXT. SHEATHING; y� CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d VALLEY RAFTER SCHED. NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL AT 24" O.C. BEARING CONDITION @ CMU WALL 2x PLATE WITH @ 48" O.C. FOR FIRST 3 F— SIMPSON MTS12 OR C LSTA12 & (5) 8d NAILS SEE GABLE WALL PER PLAN 0 @ EA. RAFTER TO PLT. r C FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" O -- SIMPSON H10A DIAG. z ®�r�i11111/� TO BLOCKING O e``�i * d��i u.i °i r• ••a / U J 00 sC� Q: � v p1 s s� -j z GABLE BRACING @ 48' PROVIDE 2x BLOCKING FOR NAILING Ibf 11 J I, d ��'J W • '� cr• Q w *"'r � z sc '' 0: 2 g U ::i O.C. MAX. 45° FROM �j r-� �" w ¢� HORIZONTAL (+/- 100) Q �, •• Q� 11 0 BRACE NOT REQUIRED a ¢flu+ Z CONY. FRAME OR C •°•• •,•y0� Q d�°•o° SHEATHING 6' FROM EAVES. TRUSS PER PLAN Q °�i� �C R4� O F FOR ADDT'L INFO. �fit 1111Ni?��, m u - SIMPSON LSTA12 OR SEE PLAN FOR �_ � z~ Z L SUPPORT AND TIE GABLE TRUSS UPLIFT SPAN 4'-6" OR Lu DOWN OF JACK w w EXT. SHEATHING; E PROVIDE BLOCKING TRUSSES � 1 SCHED. BETWEEN TRUSS BAYS DOOR AS REQ'D O V O 0 @ 48" O.C. FOR FIRST 3 F— 0 C BAYS SEE GABLE WALL PER PLAN 0 w dol r CONNECTION DETAIL z (FRAME WALL SHOWN; ¢ FOR REQ'D MAY ALSO BE O U Ibf 11 J I, d ��'J v cei CONNECTIONS MASONRY) �j a **�k � NOTE: GABLES SPANNING LESS THAN 8c DO NOT REQUIRE BRACING*** G4 Q z 0 a- C) a ¢flu+ Z CONY. FRAME OR C o v SHEATHING D rl cn V Q Otis U SCHEDULE & NOTES GABLE END @ FLAT CEILING w/ BOSTON HIP NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" C F c F ATTACH JAMB STUDS = PER WF08/SD4 P.T BASE PLATE 1/2"=1'-0" NOT USED C F (2) 2x TOP PLATE W c SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. 0 OUTLOOKER OR CONY. FRAME OR C HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER SEE HEADER CANTILEVER PLAN C SCHEDULE & NOTES F FOR ADDT'L INFO. ` SIMPSON LSTA12 OR ¢ ooCO— U) C SP4 CONNECTORS @ z~ Z L 24"o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR Lu F MORE. EXT. SHEATHING; E ATTACH PER NAILING LL 2x DOWNFRAME TO SCHED. L DOOR AS REQ'D (2) 16d NAILS TO EA. W 0 COMMON TRUSS F— ♦ ^ v C C W C r C SIMPSON META16 @ C 32" O.C. GABLE TRUSS 1/2 THREADED ROD TO MASONRY, AT MAIN SPAN ROOF EA. SIDE OF HEADER WOOD WALL TRUSS (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR C PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN C ONLY REQ'D @ BRIG FOR WOOD OR WALL W/ UPLIFT MASONRY C rGEOkGABLE END AT VALLEY FRAMING C 3/4"=1'-0" STRUCTURAL ENG: CFG HEADER STUDS PER - HEADER SCHEDULE -STRUCT: TNT F U.N.O. ON PLANS F c F ATTACH JAMB STUDS = PER WF08/SD4 P.T BASE PLATE 1/2"=1'-0" NOT USED SD3 J � W M, rn 0 - W cid U' uj U ZF-M� o Q Z � LL 01 � Z U O 0(D ao w m04 JO wz`Q f� �Z�o v J ¢ ooCO— U) _ 0 z~ Z W w ZZ m< U) E Z E _ � am O� Lu Q U) N W Z LL J 7W Z ] W 0 1 F— ♦ ^ v C W r 5-a0 SD3 � 11 m04 Z 0 0 � Lu W Y o N 0 1 M 2UJ 5-a0 —= �w c O F—�H � Ia. C STRUCTURAL ENG: CFG J t DRAFTING: - -STRUCT: TNT QC CHECK: MRB C JOB No. TM -2153252 C SCALE: AS INDICATED DATE: 10-20-16 SD3 NOTE: PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PLATE LENGTHS MUST BE AT PENETRATION OF LEAST 8'-0" LONG. TYP. MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN • NAILS TYP. TOP & BOT. + ,* DOUBLE 10d @ 3" O.C. ^J—�^ TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2x STUDS TO DOUBLE 2x4 TOP NOTES: PLATE 1 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) ) PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & ATTACH PER NAILING (2) 10d NAILS O.C. (SOLID BLOCK W/ 2x6 PATTERN ON THIS 10d x 3" COMMON ) DETAIL TOP PLATE W/ (4) 16d w = NAILS ((2) ON EA. SIDE) IIII TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO CONDITIONS TOP PLATE W/ (4) 16d 0 1 1/2" z NAILS ((2) ON EA. SIDE) 2x8 STUDS PER TYP. AT ALL EXTERIOR FRAMING PLAN DOUBLE 2x4 TOP NOTES: PLATE 1 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) ) PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & ATTACH PER NAILING (2) 10d NAILS O.C. (SOLID BLOCK W/ 2x6 PATTERN ON THIS 10d x 3" COMMON ) DETAIL ni iTeinC: irn 2' x4S z w z C 0 Q a EDGE DISTANCE PER VA,— CONDITIONS TOP SPLICE 0 w = OPP. SIDE IIII 2 1/2" z f z w (2> 2x4's (2> 2x6's (2> 2x8's 0 1 1/2" z DOUBLE 2x8 TOP PLATE w IIII 04 INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's w I I II IIII r FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" N CO 0U N =L --- — N (D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING r FLATWISE (2) 16d FLOOR SYSTEM U w0 NAILS EACH END SHEATHING SPLICE DETAIL "' CONDITION 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. J to �zwoh OPENING SIZE 1 BEYOND SEE PLAN AT CORNER SIDE '01SHEATHING DIAGRAM REMOVED AND REPLACED, IF MORE THAN 50% OF THE SHEATHING IS F1 EXTERIOR SHEATHING SCHEDULE cn E E ROOF TRUSS - SEE _z U 3/4"=1'-0" @ 6" O.C. 2x12 AT NAIL BOTTOM PLATE U BLOCKING @ 24" O.C. 0Ci2 TO CORNER STUD00 Q WALL TO PRECAST N N Q NAILING SCHEDULE & PACK w/ (4) 10d NAILS F_ Z w U 0 SPACING EXTERIOR SHEATHING STRAP AROUND w 00 + `+ + (4) 12d NAILS EACH EACH END 10d x 3" COMM( ni iTeinC: irn 2' x4S z w z C 0 Q a EDGE DISTANCE PER VA,— CONDITIONS TOP SPLICE lV r w = OPP. SIDE IIII SOLID TTOM SPLICE OVER f TOP PLATE CORNER TRANSITION (2> 2x4's (2> 2x6's (2> 2x8's LEDGER DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION IIII (2) 2x COLUMN INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's FO TYPICAL TOP PLATE SPLICE @BRG. WALL I I II IIII 1/4 x4 TAPCONS 121,2x4 @ FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" ILL— II -==�L� CO 0U 11-11/2"=11'4' =L --- — 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING BEYOND72 F11INSTALLED VERTICALLY. LL O (D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING 3/8„ SHEATHING PER PLAN FLATWISE (2) 16d FLOOR SYSTEM U z —_ — — —_ — —_ — — _— — w _ (1) ROW OF 8d COMMON NAILS @ 3" O.C. U _j � 'A' = NAIL SPACING — — �D w z –j Q 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON °I °�F s�q 01" SC ROOF SHEATHING, II 6 I I II II II o ¢ U- = O NAILS @ 3" O.C. 2k<FR�gA TO ROOF SHEATHING, 2��R�Ae 0 II I I _ II II _ II_ uj w I_- � A 1/2„ NGT T,Q FASTEN PER PLAN �C TT FASTEN PER PLAN III 11— — �I— — — -r z = 3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d — h'p��SS Th'p �S lIr( COMMON NAILS @ 3" O.C. — OS, 'c `s III III II II I WALL SHEATHING O = ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL ° ° ° Dy 2x4 FRAMING @ 24" III III II II I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS DETAIL, MAX 1/8" g 11 A 1/2" 2x4 FRAMING @ 24" O.C. MAX. III OPENING III II II I I SPACE BETWEEN w � STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 4 w DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS III III I I PANELS } COMMON NAILS @ 3' O.C. NAILS AT JOINT III 3 II I II I I � © PLYWOOD SPLICES HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDE (4)10d x3" @ PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I I I I I � p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS STUD PER PLAN AROUND 2x STUDS BEYOND, "- O TOP & BOTTOM 4 III III II II II SHEATHING SPLICE, 4 @ O.C. ' III OPENING III II II II SEE PLAN FOR MORE 0 w w O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION LL PER -ENG TRUSSES INFO I– z r O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA 2x FASCIA PER PLAN III_T I— — III I I I I I w = U) : IIII II II II Q o I I II IIII LEDGER CO � IIII II II II 0 = 0 I I II IIII 1/4 x4 TAPCONS 121,2x4 @ 2x FRAME WALL PER 0 i�J I- L ILL— II -==�L� CO 0U 2x12 BOX HDR w/ W'sx =L --- — ------- O Ns� FLATWISE (2) 16d FLOOR SYSTEM U w0 NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL TYPICAL SCAB OVERHANG CONDITION @ FRAME WALL CUT TO FIT 2x BOTTOM PLATE J to �zwoh OPENING SIZE 1 BEYOND SEE PLAN 2x12 w/ 10d X 3" NAILS '01SHEATHING DIAGRAM REMOVED AND REPLACED, IF MORE THAN 50% OF THE SHEATHING IS F1 EXTERIOR SHEATHING SCHEDULE cn E E ROOF TRUSS - SEE (22) 10d NAILS (ALL z 3/4"=1'-0" @ 6" O.C. 2x12 AT BLOCKING GYPSUM WALLBOARD V rvivr l- nvry a rvivrw nvr v a CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER (2) 2x TOP PLATE 2x4 PT LEDGER W/ CONNECTION EACH END NAILING PER 1/4 x4 TAPCONS 121,2x4 @ 2x FRAME WALL PER LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE O.C. PLAN 2x12 BOX HDR w/ W'sx 2x4 BLOCKING PLACED SEE ELEV. FOR x K SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL TYPICAL SCAB OVERHANG CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF J to �zwoh NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BEF1 SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS Z� u)~ Z @ 24" O.C. w/ EXT. REMOVED AND REPLACED, IF MORE THAN 50% OF THE SHEATHING IS j3/4"=1'-0" cn E E ROOF TRUSS - SEE OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS u J Q z 0 Lu D w- - -- - -- All 10dx3" 0 N_ z O Z 00 w _ H L W O U 0 fn UJ 10d x 3" OPP. SIDE z 5 m \NCE PER O J LL Lu W LL O z 0 w 0) 1191Afl�� d LLi 00 ci = z - ROOF SHEATHING, 2 � Q U `= W «. 0 FASTEN PER PLAN �F+ w cap .k W S `J Lu Q !,, • m 0 LL — m 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS IL EA. STUD OR TRUSS 2 O MEMBER, TYP. (MAX. 0 24" O.C.). IF MASONRY, 0 w dol/ USE (2) 1/4" TAPCONS Q i --I bJfyf N w/ MIN. 2" EMBED. @ C6 U :� �,� ��0 0 24" O.C. w I'illYdI I TRUSS PER PLAN Q w O o O U z II,Vi LL 0 WOOD/MASONRY 0 WALL OR TRUSS, SEE U) O�� PLAN (TRUSS SHOWN) O z w am LEDGER @ LOW ROOF 0 DOUBLE I UP NLA I E V rvivr l- nvry a rvivrw nvr v a w J z SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END 0 J p � cd D7 r h 0 @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ W'sx W LU co z I- E �z�'L�� ++ ++ x K CD _ f TOP &BOT., 2x8 TO c wz`° 2x8 #2 SPF VERTICAL J to �zwoh PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS Z� u)~ Z @ 24" O.C. w/ EXT. 2x4 #2 SPF z cn E E ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. 0Ci2 FRAMING PLAN FOR CORNER CONDITIONS S WALL TO PRECAST N N Q NAILING SCHEDULE & w/ (2) 16d END NAILS F_ Z w U 0 SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF + `+ + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF f 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 I CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x CONNECTION 2x BRG WALL, SEE i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL + + PLAN FOR STUD SIZE & —TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN (2) 2x C SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO 2-x8 #2 SPF VERTICAL I UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN c� 24" O.C. w/ EXT. S U.N.O. m t @ 24'20 C w/EEXTCAL SHEATHING PER � 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. C SHEATHING PER NAILING SCHEDULE & 2x BLOCKINGw/ 0Z (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (4) 12d NAILS EACH --__ (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4 ) 12d NAILS EACH TRUSS MEMBER (TOP SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS STUD ATTACH 2x TO d' VERTICALLY VERTICALLY ALONG W/ WEBBING) 2x BRG WALL, SEEPRE-ENG. ROOF BUILT-UP W/ (2) OWE ....� 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 wW (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 0 2x8 w/ (2) 10d NAILS @ H 2x8 w/ (2) 10d NAILS @ ; SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O.CONNECTION STRUCTURAL ENG: CFG BUILDER BUILDER BUILDER BUILDER i F1 SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL tfsoi HEADER @ POCKET SLIDER w/ TRANSOM tfSO2 HEADER @ POCKET SLIDER w/ TRANSOM SO3 HEADER @ POCKET SLIDER TM - 2153252 SO4 HEADER @POCKET SLIDER ; 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO I BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/2' SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. 16" O.C. MAX.; TO GABLE END STUDS w/ EXTERIOR WALL/TRUSS (2) 1/4" X 3'/2' SIMPS. SDS EXT. BEAM PER PLANPT POST PER PLAN SCREWS @ 16" O.C. MAX.; LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. i SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP POST TO BEAM SHEATHING PER PLAN PLAN VIEW @ TOP OF POST l 2x4 SYP #2 LEDGER, —7 TO STUDS OR BEAM w/ TO 10d NAILS FOR PT POST PER PLAN (2) 1/4" X 4'/�" SIMPS. CONV. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY i PLAN O.C. MAX.; I 5/8" THREADED ROD w/ TO GABLE END STUDS NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/z" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER I 7 O.C. MAX.; COMMUNITY SPECS d i , SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP OR iiPLAN FOR ADDITIONAL 4i SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED I _u� J INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY #01 CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1 \% 1/2"=1'_0" 1 1 V ' J z U Lu U h h ) 0 J p � cd D7 r h 0 = W 06 W LU co z I- E �z�'L�� CD H c wz`° J to �zwoh Z� u)~ Z z cn E E <�// 0 LL 0Ci2 w N N Q W J D F_ Z w U 0 W C W w J U) ) C Y m t C 0Z W ON0 d' �V OWE ....� — ?W1-00 J 0 E-- H STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153252 SCALE: AS INDICATED DATE: 10-20-16 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES gL BEARING SEE PLAN SEE ARCHITECTURAL -' PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN d y , LINTEL AS PER PLAN LINTEL AS PER PLAN a WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS _F_T T EXT FINISH PER PIAN VERT REINF. BEYOND • aq MASONRY WALL PER ,a PLAN FIN. FLR. �V , 01-011 — 00 GRADE DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. �- 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTUREFRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER " LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS W J SLOPED BALCONY FLOOR TRUSS (12" > TALL) (60/15/5 MIN. z LOADING) W/ LUS26 OR LUS46 TO LEDGER \_ J Jtic" Q SEE WS11/SD5 FOR Lu SIM. END CONDITION 1 1 LL.1 (D LINTEL PER PLAN i O�wz�v� Z j J aO Z o' 8 (n 0 F2,ww o Z Z ¢`�zz E z 0 0 p Q p N 1 WF_ Qw 0 O 0014 J i I- Z Z O LU � N 11 0 m 04 W- pW_j --- — — co W W N 0 CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ o TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER N FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SIMPSON SP4 w/ (6) 10d 0 SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�� s x1-1/2" @ 24" O.C. (USE �<<SN x1-1/2" @ 24" O.C. (USE Z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 tiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFp SP6 @ 2x6 STUDS & O USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS)Lu MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d LO REFER TO PLAN FOR (20) 16d SINKERS & (14 L NAILS. BEND STRAP " (2) 2x SPF TOP PLATE NAILS. BEND STRAP (2) 2x SPF TOP PLATE Lu BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. OVER TOP PLATE MIN. O U INFO. U.N.O. ON PLAN U.N.O. ON PLAN FOR TRUSSES 20" TO N 3", THEN RUN DOWN 3", THEN RUN DOWN HEADER - SEE 2ND C) W 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR FLOOR PLAN FOR MIN. (IF TITENS ARE NOT IN � HEADER FLOOR PLAN FOR MIN. HEADER z Q SYSTEM - IF NO FLOOR LINTEL COURSE OR HEADER SIZE &REQ'D HEADER SIZE & REQ'D p SYSTEM INSTALL "EXTERIOR SHEATHING JAMB STUDS J KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS Z) 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING m SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL U.N.O. ;; 7 FLOOR TRUSS PER STUDS ABOVE PLATE Q UNDER COLUMN FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PLAN U.N.O. CONNECTION INFO. 2 2x SILL AT WINDOW AND WINDOW IS PER PLAN O PROVIDE SOLID ' BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR O IF HEADER IS UPSET FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL L OR LVL GIRDER COL. EVEN WITHIN MORE INFO AND WINDOW IS LU AT EA. END NAILED TO PLATE w/ 2 10d BEAM; SEE PLAN O = L1J 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 u_ TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT, O NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS z �rlootili/s� BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x p ♦♦ ♦ • ��✓� LLj OR SIM IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" SILL PLATE w/ (2) 10d .• ° "•o��i`�'��i ay OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) TOENAILS. OPENING `�~ o ®ee•• V6�' LLj ao WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW d REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) o'er °� LL. A. t e>� Y o BUILT-UP COLUMN w/ 2x CRIPPLE STUDS 2x SILL PLATE w/ A35 �; ...► = ® 2 Z SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16' O.C. AT EA. END NAILED TO tc• Q Q INFO. STRAPS CENTERED THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x gU • 2 d O U @ ( ) STUD PACK w/ 10d CRIPPLES @ 16 O.C. • > ` , Q J BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6 T&B (PLYWOOD NAILS @ 8" O.C. THEN °e ',d LU Q PLAN BEYOND NAILS O • . a D SIMPS MSTAM36 w/ SHEATHING REQ'D w/ 2 10d TOENAILS e° s SEE FLOOR FRAMING STUDS @ 16 O.C.. ee• a e®°oe � � Z T&B (PLYWOOD < ry COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d �� <`� r MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF ; SEPARATE SHEATHING TOE NAILS AT EA. END SHEATHING REQ'D Q ii��'0 ♦�` PER BEARING WALL FLOOR TRUSSES ARE T&B) _ �lllllllls m LL SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE UNDER WINDOW OF SILL (MAX OPEN'G I- WIDTH 4'-0"). USE A35 � 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O,C. SIMPS. MSTCM60 " CLIP AT EA. END FOR c� ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER w COL; SEE BRG WALL/ FLOOR w/ (14) 10d \ SINKERS & (14) 1/4" X 2 ; THAN 4' BUT LESS n V , CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. 2 -STORY WALL NAILS (2) SIMPSON LSTA18 M THAN 6' 0 O SECTION FOR MORE \\' , , STRAPS CENTERED @ (IF TITENS ARE NOT IN \ U INFO. (2) SIMPSON META16 ��; , FLOOR W/ (14) 10d LINTEL COURSE OR SIMPSON LSTA30 w/ 0 w of FLOOR TRUSS TO `,,, \ INTO FILLED CELL USE "" 2x TOP &BOT. Z O 1Z'p cq NAILS (11) 10d TO STUDS Q Q q, ly N REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS ": RIBBONS, CONT. ABOVE PLATE U.N.O. I FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR " M U qli iiu, 3j o FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED ATTACH 2x STUDS WN BARRIER (FELT PAPER PER NAILING 2 16d NAILS 6" OOR SIM IS PROVIDED SCHEDULE; PROVIDE () @ .C. (4) 2x STUDS 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN SHEATHING AND STANDARD CORNER A -A FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR IF WF02/ BELOW JAMBS REQ'D ON EITHER SIDE OF WALL. FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14))/4"X2 %4' TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT _ STOPPING MATERIALS MIN THICKNESS SHALL ASOTYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. K�::) ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4' FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSS SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. 2 12" O.C. VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d O 12d @ W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 2x4) TO TRUSSRIBBONi4 IN END TRUSS OR FIELD FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIB NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN ' CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON -�BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER PLAN ^- SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE NO MOISTURE WALL PER PLAN BARRIER FELT PAPER BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS ( 2x4 PT SILL PLT. IF — TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTIONS1 TWO STORY PARALLEL FLOOR CONNECTIONfiS"1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTIONfiSl�FLOOR TRUSS 1-O GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING 1S NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. \ LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED SEE ARCH DWGS FOR TOPPING INFO h 3/4" PLYWOOD FLOOR U) SLOPE DECKING ATTACHED PER NAILINr, a� CONTRACTOR TO PROVIDE ADEQUATE �ry WATERPROOFING. NO - °� CONCRETE SLAB ° PERMITTED 3/4"=1 '-0" SCHEDULE NOT USED 3/4"=1'-0" cr- • Ilii �MM O z SEE FRAMING PLAN = W �) o O FOR FLOOR CONNECTIONZ ? 4 O Q��51Cs z FLOOR GRIDER OR BEAM > O O a. ui HEADER CONNECTION @ 2nd FLOOR HIGH BM :511 3/4"=1'-0" SLOPED BALCONY FLOOR TRUSS (12" > TALL) (60/15/5 MIN. z LOADING) W/ LUS26 OR LUS46 TO LEDGER \_ J Jtic" > SEE WS11/SD5 FOR Lu SIM. END CONDITION 1 1 LL.1 (D LINTEL PER PLAN NOT USED 3/4"=1'-0" cr- • Ilii �MM O z SEE FRAMING PLAN = W �) o O FOR FLOOR CONNECTIONZ ? 4 O Q��51Cs z FLOOR GRIDER OR BEAM > O O a. ui HEADER CONNECTION @ 2nd FLOOR HIGH BM :511 3/4"=1'-0" SD5 co > z � U)U W J Jtic" > I-- Lu rn � LIJ G w E z � M ;� 1 1 LL.1 (D Q z�� 8 m UO �0b i O�wz�v� Z j J aO Z o' 8 (n 0 F2,ww o Z Z ¢`�zz E O 0 p Q p N 1 WF_ Qw 0 O 0014 J i I- Z Z O � N 11 W m 04 SD5 l 1 U) � � 11 m 04 pW_j co W W N 0 ONO i 0 _j Z I- L J...� W i'o0 — 0 ) a. STRUCTURAL ENG: CFG DRAFTING: J-STRUCT:. TNT QC CHECK: MRB JOB No. TM - 2153252 SCALE: AS INDICATED - DATE: 10-20-16 SD5 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 P1 BA E LSTA18 2 2 BASE PLATE / (2) 2x4 #2 SYP BLOCKING w/ SIMPSON 00 HUC24-2 EACH END, ANCHOR BOLT OI BLOCKING w/ SIMPSON USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" HUC24-2 EACH END, EMBED. 32" O.0 USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN @ NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY -�-- FROM EA.END WINDOW JAMBS USE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND L/ TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER MASONRY WALL P PLAN ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisi' SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS (2) 2x SYP #2 COLUN 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 v I n�r\o Cis I t=MIUM >rlCN 1 r11 FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER PLAN "— '-' NAILING SCHEDULE ROOF SHEATHING IISIMPSON H2.5 EA. I ATTACH PER NAILIf TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN no 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" _iwFROM EA. END -USE (3) SCREWS FOR 24" I SIMPSON LUS26. U'r RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP PLANIDRAWINGS� (IDR 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH OPT, TRUSS RECESS LEDGER 16d SIDE OF 'T. USE (4> S @ S . ( ) x w SP1 @ BASE. LSTA18 O.C. MAX (U.N,O.) PLAN FOR MORE INFO. OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE FROM TOP OF WALL SHEATHING PER USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING SCHEDULE ON FLOOR PLANS FOR MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING ROOF SHEATHING — BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": PRE-ENGINEERED — TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF PLATE. 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @EACH w 12d NAILS @ 12" O.C. LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE ATTACHED PER STRAP BETWEEN RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY FLOOR TRUSS; SEE 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A 1/4"x4-1/2" SDS 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP FLOOR TRUSS PER I PLAN FRAME WALL 2x8 #2 SYP P.T. SII PLATE w/ 1/2" EPO (2) 2x4 #2 SYP BLOCKING w/ SIMPSON 00 HUC24-2 EACH END, ANCHOR BOLT OI BLOCKING w/ SIMPSON USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" HUC24-2 EACH END, EMBED. 32" O.0 USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN @ NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY -�-- FROM EA.END WINDOW JAMBS USE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND L/ TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER MASONRY WALL P PLAN ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisi' SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS (2) 2x SYP #2 COLUN 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 v I n�r\o Cis I t=MIUM >rlCN 1 r11 FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER PLAN "— '-' NAILING SCHEDULE ROOF SHEATHING IISIMPSON H2.5 EA. I ATTACH PER NAILIf TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN no 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" _iwFROM EA. END -USE (3) SCREWS FOR 24" I SIMPSON LUS26. U'r RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP PLANIDRAWINGS� (IDR 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH OPT, TRUSS RECESS LEDGER 16d SIDE OF 'T. USE (4> ww OU Luz Lu zto (V • Lu o z MAX MAX MAX Lu a S2 DO NOT INSTALL ANCHORS WITHIN N 1-1/4" OF MASONRY HEAD JOINTS. ELEVATION VIEW D05 SINGLE LEDGER TO CMU PARTY WALL • SIMPSON A34 EA. TRUSS TO LEDGER W/ (8) 8d x1-1/2" NAILS. (2) 2x12 SYP #2P.T. LEDGER. ATTACH TO CP WALL W/ 1/2" THREADEI ROD @ 16" O.C. STAGGERED. 5" MINIMU EMBEDMENT INTO CMU WITH SIMPSON SET EPDXY OR EQUIVALENT SECURE LEDGER WITH 1/2" NUT & FLAT WASHER CROSS SECTION 3/4" = 1'-0" ., 1 11 1[ IF 10000. IFIII 1 1I A,..III q - 3/4"=1'-0" /2" ALL THREAD ROD @ 48" O.C. & 6" FROM ENDS )F WALL, ANCHOR TO ,MU WITH SIMPSON SET EPDXY OR EQUIV, MIN 7" EMBEDMENT. 2x6 WALL PER PLAN SHEATHING PER WF 10/S D4 2x6 P.T. BOTTOM PLT. DOUBLE KNOCK -OUT COURSE W/(1) CONTINUOUS #5 BAR IN EACH. EXT. FINISH PER D01 LEDGER AT GIRDER XD03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 1-1/2"=V-0" W/ (1) ROW 8d NAILS PLAN FOR MORE INFO. EXTERIOR SHEATHING 2x4 BLOCKING FROM TOP OF WALL SHEATHING PER (2) 12d TOE NAILS TO BOTTOM OF SILL EACH END 10d NAILS @ 16" O.C. 2nd STORY WALL _j NAILS @ EACH END. Q PLATE ATTACH PER SCHEDULE ON FLOOR PLANS FOR BOTTOM PLATE. — — — NAILING SCHEDULE 2x6 BEARING WALL C ROOF SHEATHING — WITH STUDS @ 16" W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d ATTACH PER NAILING O.C. & MID -POINT SCHEDULE ISIMPSON H2.5 EA. I TRUSS SCHEDULE Q FOR MORE INFO PRE-ENGINEERED — fn �Z�o v Q O O v EA. STUD TO BOT. TRUSS PER PLAN IF PORTIONS OF THIS WALL PLATE. (2)2x4 SYP#2 BOTTOM O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 2x6 #2 SYP CONT. 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @EACH w BETWEEN FLOORS LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE REVIEW THREADED ROD SPACING 2x BOTTOM PLATE TO RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY FLOOR TRUSS; SEE GIRDER WITH (2) (TRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS FRAMING PLAN FOR 1/4"x4-1/2" SDS TRUSS SHOP FROM EA. END - USE (3) DIRECTION AND SCREWS @ 16"O.C. (DRAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/. CONNECTION DETAIL MIN. (4) 16d NAILS TO 1 2x6 SYP#2 LEDGER EA. TRUSS, 24" O.C. W/(3) 1/4"x4-1/2" SDS OPT. TRUSS RECESS LEDGER T'.`L(AT > NDS) MASONRY WALL PER SCREWS @ 24" O.C. 16d 1/2" GYP. BOARD FASTEN ROOF w MAX LD04 LEDGER @ LOW ROOF ww OU Luz Lu zto (V • Lu o z MAX MAX MAX Lu a S2 DO NOT INSTALL ANCHORS WITHIN N 1-1/4" OF MASONRY HEAD JOINTS. ELEVATION VIEW D05 SINGLE LEDGER TO CMU PARTY WALL • SIMPSON A34 EA. TRUSS TO LEDGER W/ (8) 8d x1-1/2" NAILS. (2) 2x12 SYP #2P.T. LEDGER. ATTACH TO CP WALL W/ 1/2" THREADEI ROD @ 16" O.C. STAGGERED. 5" MINIMU EMBEDMENT INTO CMU WITH SIMPSON SET EPDXY OR EQUIVALENT SECURE LEDGER WITH 1/2" NUT & FLAT WASHER CROSS SECTION 3/4" = 1'-0" ., 1 11 1[ IF 10000. IFIII 1 1I A,..III q - 3/4"=1'-0" /2" ALL THREAD ROD @ 48" O.C. & 6" FROM ENDS )F WALL, ANCHOR TO ,MU WITH SIMPSON SET EPDXY OR EQUIV, MIN 7" EMBEDMENT. 2x6 WALL PER PLAN SHEATHING PER WF 10/S D4 2x6 P.T. BOTTOM PLT. DOUBLE KNOCK -OUT COURSE W/(1) CONTINUOUS #5 BAR IN EACH. EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS O.C. - SEE FRAMING W/ (1) ROW 8d NAILS PLAN FOR MORE INFO. @ 3" O.C. 2x4 BLOCKING BETWEEN STUDS W/ SHEATHING PER (2) 12d TOE NAILS DETAIL WF10/D4 EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J -BOLT W/ MIN. 7" EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM \ EXT. FINISH PER ARCHS SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END TRUSS CONNECTOR MASONRY WALL PER PER PLAN. PLAN I EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W v OR SP4 STRAPS EA, J U STUD TO TOP PLATE. 2x4 CONT. W/ (2) 12d SIMPSON SP4 OR SP2 ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL _j NAILS @ EACH END. Q NAILS TO EACH STUD SCHEDULE ON FLOOR PLANS FOR BOTTOM PLATE. 2nd STORY WALL PER 2x6 BEARING WALL C PLAN WITH STUDS @ 16" W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < O.C. & MID -POINT SCHEDULE BOTTOM PLATE BLOCK ADJACENT F-- Q FOR MORE INFO J fn �Z�o v Q O O v EA. STUD TO BOT. 11 IF PORTIONS OF THIS WALL PLATE. (2)2x4 SYP#2 BOTTOM O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO PLATE. W/ H2.5A. TO 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @EACH w BETWEEN FLOORS EA. TRU S BELOW REVIEW THREADED ROD SPACING 2x BOTTOM PLATE TO FLOOR TRUSS; SEE GIRDER WITH (2) J FRAMING PLAN FOR 1/4"x4-1/2" SDS DIRECTION AND SCREWS @ 16"O.C. SCHEDULE DIAGONAL AS SHOWN. CONNECTION DETAIL 1 2x6 SYP#2 LEDGER LOW ROOF TRUSS PER W/(3) 1/4"x4-1/2" SDS PLAN W/ 16" TALL MASONRY WALL PER SCREWS @ 24" O.C. BOTTOM CHORD 1/2" GYP. BOARD FASTEN ROOF w MAX EXTENSION. 2 STORY INTERIOR BEARING WALL .�.. HANGER PER TRUSS GIRDER TRUSS PER SUPPLIER. 111=1'-0" PLAN ° SHEATHING TO 2x STUDS SEE PLAN 3/4"=1'-011 BLOCKS W/ 8d NAILS @ r �i- 0WZ TO AL GN W/ST DS SIMPSON H10A @ 6 O.C. O 2 LLJi' = BELOW SEE LD02/SD4 FOR EACH DIAGONAL N J p �-- I- MORE INFO. BRACE z STRUCTURAL ENG CFG DRAFTING: B -STRUCT. - TNT ----- - .. _...._ 0000....... QC CHECK: MRB (5) 16d NAILS BRACE Z - - JOB No. TM - 2153252 SCALE: AS INDICATED TO BLOCKING p 0 ALL THREAD ROD 2x SPF BASE @ 48" O.C.; SEE 2x4 BRACE LO PLATE ' PRE-ENGINEERED ' FOUNDATION DETAILSPROVIDE TO EACH ADJACENT KNEEWALL OR BEAM (2) 2x SPF TOP FOR CONNECTION @ DIAGONAL, FASTEN O BASE V PLATES U.N.O. I TO DIAGONAL W/ (2) U U) 16d NAILS Z (2) 2x HEADER 2x4 BOTTOM PLATE, QW SEE FLOOR PLAN IF SHEATHING IS NOT CONNECT TO DOUBLE 0 TOP PLATE W/ 16d TRUSSES PER PLAN J FOR MORE INFO ' CONTINUOUS TO BASE � STUDS ABOVE ARE TO PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP m B ALIGN W/ STUDS BELOW BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" - (MIN.) O.C. MAX. 45° FROM O - ---- - _ - C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) FLOOR WALL W/ BRACE NOT REQUIRED w 2x BEARING WALL w LU SEE BEARING SCHED. 1/4" X 3-1/2" SIMPSON = WITH ROOF LOAD SDS SCREW @ 16" O.C. 61 FROM EAVES. F- ry FOR A.B. INFO LL O OF�lBRACING @ 2 STORY FRAME WALL z 0 uj 0) M -1 '�✓� 00Y �i s~ rr 0000 s • s••r /A� J Z !71 7x SPF TnP +x'11 � 2 ROOF TRUSS & SHEATHING PER PLAN (2) 2x TOP PLATE, WITH H2.5A TO EA. TRUSS EXT. SHEATHING PER WF 10/SD4 2x4 CLOSURE WALL PER PLAN 2x4 SYP#2 BLOCKING W/(2) 10d TOENAILS PLATES U.N.O. m16(2) (2) 2X TOP PLATE SP2 EA. END v OR SP4 STRAPS EA, J U STUD TO TOP PLATE. 2x4 CONT. W/ (2) 12d SIMPSON SP4 OR SP2 AT OPENING LARGER THAN 4'-2" ATTACH TOP STRAPS EA. STUD TO NAILS TO EACH STUD SCHEDULE ON FLOOR PLANS FOR BOTTOM PLATE. 2nd STORY WALL PER 2x6 BEARING WALL C PLAN WITH STUDS @ 16" W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < O.C. & MID -POINT cn aN � W z BLOCKING SP1 OR SP4 STRAPS FOR MORE INFO J fn �Z�o v Q O O v EA. STUD TO BOT. 11 IF PORTIONS OF THIS WALL PLATE. (2)2x4 SYP#2 BOTTOM O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO PLATE. W/ H2.5A. TO BETWEEN FLOORS EA. TRU S BELOW REVIEW THREADED ROD SPACING 2x BOTTOM PLATE TO FLOOR TRUSS; SEE GIRDER WITH (2) J FRAMING PLAN FOR 1/4"x4-1/2" SDS DIRECTION AND SCREWS @ 16"O.C. C CONNECTION DETAIL 1 2x6 SYP#2 LEDGER LOW ROOF TRUSS PER W/(3) 1/4"x4-1/2" SDS PLAN W/ 16" TALL MASONRY WALL PER SCREWS @ 24" O.C. BOTTOM CHORD PLAN MAX EXTENSION. 2 STORY INTERIOR BEARING WALL .�.. HANGER PER TRUSS GIRDER TRUSS PER SUPPLIER. 111=1'-0" PLAN ° F1 TYPICAL CONNECTION @ GIRDER OR BEAM 2x STUDS SEE PLAN 3/4"=1'-011 PLATES U.N.O. m16(2) v, Z v J U 2x HEADER THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP WJ Q O1/2" SCHEDULE ON FLOOR PLANS FOR O SEE FLOOR PLAN Lu Z� M n E ¢z`�LL�8 C MORE INFO MAX 5" FROM KING STUD Z W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < QH cn aN � W z NAILS INTO HEADER FOR MORE INFO J fn �Z�o v Q O O v 11 IF PORTIONS OF THIS WALL OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. L SHEATH;NG ATTACHED PER BETWEEN FLOORS O REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO Z N N O U J BOTTOM OF FLOOR SYSTEM = O C 0Z� 1 C LLI OIF UNDER 2ND STORY COLUMNS, PROVIDE < aL SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL .�.. UNDER 2ND STORY COLUMN LOCATION. DCCyp 111=1'-0" ° O N 2x STUDS SEE PLAN ; STUDS �i- 0WZ TO AL GN W/ST DS O 2 LLJi' = BELOW J p �-- I- STRUCTURAL ENG CFG DRAFTING: B -STRUCT. - TNT ----- - .. _...._ 0000....... QC CHECK: MRB ._ _ ... - - JOB No. TM - 2153252 SCALE: AS INDICATED 2x SPF BASE PLATE ' PRE-ENGINEERED ' FLOOR SYSTEM ' KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO ' 2x STUDS SEE PLAN STUDS ABOVE ARE TO B ALIGN W/ STUDS BELOW SEE BEARING SCHED. FOR A.B. INFO ] v, Z v J U THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP WJ Q O1/2" SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER Lu Z� M n E ¢z`�LL�8 C MORE INFO MAX 5" FROM KING STUD Z W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < QH cn aN � W z NAILS INTO HEADER J fn �Z�o v Q O O v 11 IF PORTIONS OF THIS WALL OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. L SHEATH;NG ATTACHED PER BETWEEN FLOORS O REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO Z N N O U J BOTTOM OF FLOOR SYSTEM = O C 0Z� FLOOR TRUSS DOES NOT ALIGN DIRECTLY C LLI OIF UNDER 2ND STORY COLUMNS, PROVIDE < aL SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL .�.. UNDER 2ND STORY COLUMN LOCATION. DCCyp 111=1'-0" ° ] v, Z v J U q� WJ Q J o ti _ oes Lu Z� M n E ¢z`�LL�8 C W Z C) �o0 QH cn aN � W z J J J fn �Z�o v Q O O v 11 z u.i o zQuj - LL 0E O O O�Qa J LLl Z N N O U J co O 0Z� C LLI LL! aL _ r .�.. J c/5 DCCyp O N 0 � v J 11 m r 0Z� Lu aL r DCCyp O N 0 �i- 0WZ O 2 LLJi' = J p �-- I- STRUCTURAL ENG CFG DRAFTING: -STRUCT. - TNT ----- - .. _...._ 0000....... QC CHECK: MRB ._ _ ... - - JOB No. TM - 2153252 SCALE: AS INDICATED DATE: 10-20-16 SD6 MIN. (3) 2x SYP STUDS REQ'D ( QF LANDING W 16d NAILS FRO LEDGER TO ST PACK STANDARD (3) 2 STRINGERS W/ SIMPSON A35 / / CLIP TO FLOOR SYSTEM & LANE FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE 1 �s 6" MIN. (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LANDNG MASONRY WALL) CONT _ `? STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. Z TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" DEPTH Wl (3) 10d z BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW DIN MASONRY WALL) " �10" A -A PLAN VIEW @ 90 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 STUDS REQ'D @ END 3/4" PLYWOOD OR OSB OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH SHEATHING OVER 16d NAILS FROM OF LANDING LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR CONSTRUCTION NOTES _„ �... MID SPAN BLOCKING wo Lu ;i SEE PLAN FOR MASONRY WALL OR WOOD WALL SIMPSON A35 B B CONNECTIONS r/ MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR A -A PLAN VIEW "180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING A35 @ EA. STRINGER \ TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH @ 3" O.C. TOP AND BOTTOM CHORD -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN PENDING LANDING BEAM 2x12 STRINGERS ONE MAX WIDTH LAYOUT. HEADER (#2 SYP) ON EACH SIDE AND TO MATCH JOIST PLYWOOD SHEATHING WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN ONE @ MID -SPAN A 2x6 HEADER AND „ DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING 2x6 STANDARD (3) 2X12 SYP #2 STRINGERS W/ STUDS W/ (2) 16d TOE A34 @ EA. STRINGER (3) 2x12 _._ 8'-0" ATTACHING TO TOENAILS EACH END IF ATTACHING TO ATTACHED PER MASONRY WALL) GENERAL FLOOR MASONRY WALL) CONT SIMPSON A34 / A35 TO LANDING 2x6 NAILS @ 16" O.C. MAX. 10d NAILS @ 4" O:C. TO EACH STUD. ((2) 1/4" (3) 2x12 CONSTRUCTION 8'4" CLIP TO FLOOR (2) 2x12 I I I 6'-0" - IIII WALL SEE PLAN FOR z NOTES 1 O.C. III I SYSTEM & LANDING ON EACH SIDE AND III I SCHEDULE ONE @ MID -SPAN III I O Z MAX 2x6 FRAMING (2) 2X BEAM PER A35 CONNECTION (3) 2x12 III I SCHEDULE @ END OF w BEAM @ END OF T-0" LANDING FOR (1) 2x12 (1) 2x8 2x6 STRINGERS TO 2X8 P.T. SPF #2 (MIN.) / m0 LANDING PER 91-0" TO BEAR DIRECTLY ON SLAB USING MIN. (4)4" T-0" BUILT UP COLUMN X 3" EVENLY SPACED 2x6 BELOW. TAPCONS @ MIN. END = SCHEDULE wo Lu ;i SEE PLAN FOR MASONRY WALL OR WOOD WALL SIMPSON A35 B B CONNECTIONS r/ MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR A -A PLAN VIEW "180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING A35 @ EA. STRINGER \ TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH @ 3" O.C. TOP AND BOTTOM CHORD -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS PENDING LANDING BEAM 2x12 STRINGERS ONE MAX WIDTH LAYOUT. HEADER (#2 SYP) ON EACH SIDE AND OF LANDING WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN ONE @ MID -SPAN A 2x6 HEADER AND „ SUPPORT 2x6 INFORMATION. STUDS W/ (2) 16d TOE A34 @ EA. STRINGER (3) 2x12 2x JOIST (P.T. IF 8'-0" ATTACHING TO (2) 2x12 MASONRY WALL) CONT 6-0" TO LANDING 2x6 NAILS @ 16" O.C. MAX. 10d NAILS @ 4" O:C. TO EACH STUD. ((2) 1/4" (3) 2x12 x 3 1/2" TITENS @ 16" 8'4" 2x ATTACHED TO STRINGER (2) 2x12 I I I 6'-0" WOOD OR MASONRY IIII WALL SEE PLAN FOR 2x12 STRINGERS ONE III I (3) 2x12 ON EACH SIDE AND III I SCHEDULE ONE @ MID -SPAN III I 9'-0" (1) 2x12 (1) 2x8 2x6 I I I / (2) 2X BEAM PER A35 CONNECTION (3) 2x12 III I SCHEDULE @ END OF (2) 2x12 2x8 T-0" LANDING FOR (1) 2x12 (1) 2x8 2x6 STRINGERS TO 2X8 P.T. SPF #2 (MIN.) TO ALLOW VERTICAL CONNECT TO. BEAM LET -IN FASTEN TO 91-0" TO BEAR DIRECTLY ON SLAB USING MIN. (4)4" T-0" BUILT UP COLUMN X 3" EVENLY SPACED 2x6 BELOW. TAPCONS @ MIN. END 6-0" MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" 8'-0" COLUMN 2x6 64" BASE PLATE 5'-0" OR LESS (2) 2x12 ATTACHED PER PLAN SUl GEN. STAIR AND LANDING FRAMING DETAILS (1) 2x12 (1) 2x8 STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING PENDING LANDING BEAM HEIGHT AND PLAN MAX WIDTH LAYOUT. HEADER (#2 SYP) WITHIN SUPPORT OF LANDING WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 8'-0" FOR REQUIRED 2x6 HEADER AND „ SUPPORT 2x6 INFORMATION. STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS (3) 2x12 2x JOIST (P.T. IF 8'-0" ATTACHING TO (2) 2x12 MASONRY WALL) CONT 6-0" LEDGER w/ (3) 16d 2x6 NAILS @ 16" O.C. MAX. 10d NAILS @ 4" O:C. TO EACH STUD. ((2) 1/4" (3) 2x12 x 3 1/2" TITENS @ 16" 8'4" O.C. MAX. FOR (2) 2x12 MASONRY WALL) 6'-0" WOOD OR MASONRY 2x6 WALL SEE PLAN FOR MORE INFO (3) 2x12 2x JOIST PER 9'-0" SCHEDULE HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING FACE OF TRUSS (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" 10d NAILS @ 4" O:C. � (3) 2x12 2x8 8'4" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" SLICE CUT.PLYWOOD (3) 2x12 2x12 9'-0" (2) 2x12 2x8 T-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" � NOTCH SILL AND (3) 2x12 2x8 91-0" (2) 2x12 2x8 T-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 2x4 #2 SPF SILL PLATE TO ALLOW VERTICAL (3) 2x12 2x12 91-0" (2) 2x12 2x8 T-0" T-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 64" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" EQUALLY 2x6 VERTICAL @ 6-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL SECTION X -X PER FLOOR PLAN NOTE: PLAN EQUALLY 1. BASED ON MIN. TREAD DEPTH OF 10"AND " SPACED/CENTERED S SEE MAX. RISER HEIGHT OF 7-3/4IN TRUSS PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM, NAIL rSTO3HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 3/4"=1'-0" N.T.S. GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FISC 5TH EDITION) PERPENDICULAR TO FLOOR 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4'x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS W J f' - a z D Lu ❑ U Lu - Nr 0 N z O 1= Z 0 p = F— L0 CL W 0 U U U) Z_ w ❑ C J m O - -- - J LL w W O Z O �r�wjiliirrirj� LIJ M l �n .N ry�� •®•••.•.•o o�, LLl ao �00CO •• %,V� 'ice Y p CO c �`; 6.�, �,. Z ci ¢! 2 w a O®O Z ❑ m ILL w a V OO U Z O Ql�b c� a Q a 'lyl� N cli U tY `- H z Q ^ U o_ 0 a LL �y�4 O �,F,: S10 N Z O O O _ �M 0-1 Q W L H U H ❑ Z a � 07 V ILL w J z OLu OwM� E 06 z _ a z (n J � U O - u- UZ U I- p U)m'= 0 �. �wz_� n J J (n �z�o 8 w W a 0 0 ca- S., Z Q =) (1) - LL Ov 2 . vi Lu < LL N a J < Z 0 O 0 F- W Q W z r w 21 1 n O 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO 3" SEE ARCH PLAN ATTACH TOP PLATE TO FACE OF TRUSS 2x4 CONT. TOP PLATE STUDS 2/(2)16d TOE MAX. 4'-0" ABOVE FLOOR STUDS W/(2)16d TOE 321" ATTACH TOP PLATE TO NAILS NAILS STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS @ 24" O.C. 2x4 SILL PLATE W/ (2) 4SEE ARCH PLAN 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d 10d NAILS @ 4" O:C. � 24" O.C. W/ (2) 12d (NOTCHED @ 2x6 � 2x4 #2 SPF STUDS @ TOENAILS BOTTOM VERTICAL LOCATIONS). X SLICE CUT.PLYWOOD NOTCH SILL PLATE 24" O.C. W/ (2) 12d I FOR VERTICAL FLOORING FOR STRAP TOENAILS BOTTOM � NOTCH SILL AND Z PLYWOOD FLOORING 2x4 SILL PLATE W/ 2x4 #2 SPF SILL PLATE TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND 10d NAILS @ 4" O.C. TO SLIDE DOWN TO NAILS @ 4" O.C. L -BRACE @ 6-0" O.C. & w (NOTCHED @ 2x6 FACE OF TRUSS O.C. @ANY OPENING 11 VERTICAL LOCATIC ATTACH 2x6 VERTICAL DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS Y4" x 3" SDS WOOD SEWS SCREWS N.T.S. EQUALLY FACE OF TRUSS rN,. SPACED/CENTERED IN PER FLOOR PLAN NOTE: PLAN EQUALLY 1. BASED ON MIN. TREAD DEPTH OF 10"AND " SPACED/CENTERED S SEE MAX. RISER HEIGHT OF 7-3/4IN TRUSS PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM, NAIL rSTO3HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 3/4"=1'-0" N.T.S. GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FISC 5TH EDITION) PERPENDICULAR TO FLOOR 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4'x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS W J f' - a z D Lu ❑ U Lu - Nr 0 N z O 1= Z 0 p = F— L0 CL W 0 U U U) Z_ w ❑ C J m O - -- - J LL w W O Z O �r�wjiliirrirj� LIJ M l �n .N ry�� •®•••.•.•o o�, LLl ao �00CO •• %,V� 'ice Y p CO c �`; 6.�, �,. Z ci ¢! 2 w a O®O Z ❑ m ILL w a V OO U Z O Ql�b c� a Q a 'lyl� N cli U tY `- H z Q ^ U o_ 0 a LL �y�4 O �,F,: S10 N Z O O O _ �M 0-1 Q W L H U H ❑ Z a � 07 V ILL w J z OLu OwM� E 06 z _ a z (n J � U O - u- UZ U I- p U)m'= 0 �. �wz_� n J J (n �z�o 8 w W a 0 0 ca- S., Z Q =) (1) - LL Ov 2 . vi Lu < LL N a J < Z 0 O 0 F- W Q W z r w 21 1 n O 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO 3" v ATTACH TOP PLATE TO FACE OF TRUSS Z STUDS 2/(2)16d TOE STUDS W/(2)16d TOE 321" NAILS NAILS r 2x4 #2 SPF STUDS @ 4SEE ARCH PLAN 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X SLICE CUT.PLYWOOD 24" O.C. W/ (2) 12d I FLOORING FOR STRAP TOENAILS BOTTOM � Z 2x4 SILL PLATE W/ 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING w (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL 11 VERTICAL LOCATIC 2 TO SLIDE DOWN TO (2) SIMPSON LSTA24 FACE OF TRUSS rN,. STRAP (1 EA. SIDE OF STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6'-0" 0.( FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING W W FLOOR BEAM SEE PER FLOOR PLAN NOTE: PLAN EQUALLY 1. BASED ON MIN. TREAD DEPTH OF 10"AND " SPACED/CENTERED S SEE MAX. RISER HEIGHT OF 7-3/4IN TRUSS PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM, NAIL rSTO3HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 3/4"=1'-0" N.T.S. GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FISC 5TH EDITION) PERPENDICULAR TO FLOOR 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4'x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS W J f' - a z D Lu ❑ U Lu - Nr 0 N z O 1= Z 0 p = F— L0 CL W 0 U U U) Z_ w ❑ C J m O - -- - J LL w W O Z O �r�wjiliirrirj� LIJ M l �n .N ry�� •®•••.•.•o o�, LLl ao �00CO •• %,V� 'ice Y p CO c �`; 6.�, �,. Z ci ¢! 2 w a O®O Z ❑ m ILL w a V OO U Z O Ql�b c� a Q a 'lyl� N cli U tY `- H z Q ^ U o_ 0 a LL �y�4 O �,F,: S10 N Z O O O _ �M 0-1 Q W L H U H ❑ Z a � 07 V ILL w J z OLu OwM� E 06 z _ a z (n J � U O - u- UZ U I- p U)m'= 0 �. �wz_� n J J (n �z�o 8 w W a 0 0 ca- S., Z Q =) (1) - LL Ov 2 . vi Lu < LL N a J < Z 0 O 0 F- W Q W z r w 21 1 n O v Z O � Z w 11 2 I- m rN,. Q W W O W H 0 Lu � W ❑ ONO M m O -� Z o U J Q OC >' O U) Lu Q I— 1— CL H CD STRUCTURAL ENG: CFG a DRAFTING: H z -STRUCT: TNT 0 QC CHECK: MRB JOB No. TM -2153252 SCALE: AS INDICATED ~ DATE 10-20-16 ST1 RECORD COPY #16-3124 344 Rub D