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HomeMy WebLinkAbout293 Big Spring Ter 16-3074 (new sfh) (a)THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 SUB P45CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., 150 AMP. SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. LOT 18 5 - THORNBROOKE 40's MANCHESTER - 2138 - ELEV. "A" GARAGE LEFT TAYLOR MORRISON REDRAW NOTES 10 -II -16 CREATED LOT SPECIFIC PLAN FOR LOT 185 IN THORNBROOKE 40'5, ELEVATION "A", GARAGE RIGHT W1 PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 INSERT, LANAI EXTEN510N, ADDITIONAL DOOR AT MASTER BATH, VENT HOOD TO OUTSIDE, UNDER CABINET LIGHTING IN KITCHEN AND CEILING FAN PRE-WIRE5. DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3A1 -FRONT ELEVATION 3A2 -SIDE AND REAR ELEVATIONS, ROOF PLAN 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN nco l) COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE Si�NFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND OS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING CONST CONSTRUCTION OR VIOLATIONS OFR HIS CODE COMPACTION 'TEST UQUIRED .Results to be Verified at Slab Inspection #16-3074 a GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A t -LOOK -(41I 11N(j A=IFIM T , I Ht b I KU(, I JKt Wf-rUX I INC I Ht 5tt AKA I TUN SHALL ALSO tit I''KU It(, I tI) DT NU I Lt= I HAN I/W INUH W.1 M CST t✓,W11 tUAKU UK tUUIVALtN I IN A(UUKI)ANUt WI I H F.B.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) 8103.6.1 AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE516TANT 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 5PAGED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TN EDITION (2014) 8103.6.2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) 8103.62.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION-RESTS?ANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3.1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP 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 5GREED. PER F.B.C.R. 5TH EDITION (2014) 8103.6.3 WATER RE515TiWE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 SF FOR HORIZONTAL APPLICATIONS DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2 1/2 TO I A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 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 THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS 5H -a1. L BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS Uj Gl. M cm tti r�- o 00 N (0 O THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5L.) OR HONEYCOMB CORE STEEL DOORS • DAVIS BEWS DESIGN GROVP NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 T'EL 813, 925. 1800 FAX W W W.DAVISBEWS.COM `PAMPA • DEf% E EST. 1994 x CU Y.. U! �? C 0 V NMI L V 0 0 f+ U r a J �W N � ON�� N 0 , .L LL :� J'0o 0 �troW t � * N 0,_!0 zr�° FLOOD ZONE REQUIREMENTS:ow Uj Gl. M cm tti r�- o 00 N (0 O THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5L.) OR HONEYCOMB CORE STEEL DOORS DAVIS BEWS DESIGN GROVP NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 T'EL 813, 925. 1800 FAX W W W.DAVISBEWS.COM `PAMPA • DEf% E EST. 1994 Uj Gl. M cm tti r�- o 00 N (0 O THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5L.) OR HONEYCOMB CORE STEEL DOORS O 0 Z NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT IS USED FOR U! �? FLOOD ZONE REQUIREMENTS:ow , u-'.. PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO CDco 0 ASPHALT 5HINGLE5 (IF APPLICABLE) : ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND 89052.6.1. <y- °°°° �//�eee 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS ��� •., HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II ORe•`` 1•1�°„ TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF= pq Z O UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4869, TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.1.ae LLi = W * 0 • 4 : 0: CLAW AND CONCRETE TILE (IF APPLICABLE): 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 % a.;e� z eeei-fd,�.+•ease 0* THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR PERMIT. so RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA6D 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 ' OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM D 6380, GLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE 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 INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 026 CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): z I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTt ND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. GAUGE (0.48 mm) SHEET STEEL THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND 5NALL AL50 CONFORM TO THE TUB AND SHOWER AREAS: 00 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR 61118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREA5, AND WALL PANELS IN SHOWER AREAS. REV. 09-29-2016 0 SHEET • ~� TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO 0 ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 HORIZONTAL FOR END OR ON A ABOVE ANOTHER mm) PROJECTION EXCEPT GABLE RAKES ROOF ROOF. MECHANICAL AND HVAC. 0 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. ' 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 026 Ln 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND 5NALL AL50 CONFORM TO THE 00 MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5EGTION5 M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE 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 OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE Ob RAP) BEND THE MAXIMUM i ENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF ' THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. 2138 ATTENTION GENERAL CONTRACTOR / BUILDER: ' ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TITLE • TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV15ION5. ANY REVISIONS OR CHANGES, NOT RELATED TO THE COVER SHEET 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 GENERAL NOTES OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RE5PON515LE. REVISION LOG REV. 09-29-2016 0 SHEET • ELEVATION l ) 0'-4" T ELEVATION l) 0'-4" ll - iI o 14'-0" I6'-0" x V.. 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W DAVLSSEWS.COM TAMPA • L7ENVER c0 c0 J rO G.C. vERIFY cO gll all a 3' -6"x3'-6" ON LANAI A/C PAD em 2 N d . ,= 11'-10" S' 2" 44" 0 0 "0 -0 u � ° o�Co E Ftro� L �}'N ELEVATION I0 (-) 0'-4" 1 I/2" RECE55 FOR 5-G.D. 4„ P.V.C. 111 3/4" P.V.C. CONDEN5ATION u; DRAIN BY PLUMBER � N � N Q 1— N all m I _ �• \a / TILE5EAT �� J ABV. — `� SHOWER RECESS AIR HANDLER REFERENCE d LINES FROME LEVATION LU / UPPER FLOOR w 0'-0 its — — x ALL - - - - OPT. II OPT. I _ LWA5HER J LDRYER J _ — — - — — 61.111 411 J T �SINK W/ gfSP 4 6" 3/4" P.Y.G. GONpEN5ATI0N DO PROVIDE WATER �LINEFORICEMAKERI ^� DRAIN BY 3/4" RECE55 PLUMBER FOR ENTRY DR. M m 10 a' U 5' 0" 3' 8" 8" 2'-8" 2' I" 2'-91/2" 3'-5 1/2" 9'.01 8" LIE, PAVERS ELEVATION I O 0'-4" _z I i � c, I O I I I I I I � T--------- G.J.-------- I - - - - - - - - - - +-------- ------ C.J. ------ � I I I � I I eo I I K, I I I vl I ELEVATION I l ) 0'-6" I. I LEAD WALK qq PAVER DRIVE / 3A3 1'-8" 1'-0" 2'-8" 16'-0" -6" 21 - $'-a" 21'-4" 30'-0" HB. I TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITE5 G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE �m.r.min�uu,.rr�wnrnin.�rrrir JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED x V.. 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W DAVLSSEWS.COM TAMPA • L7ENVER EST. 1994 J rO N� 00) co em 2 N d . ,= ` >;JM _ 0 0 "0 -0 � ° o�Co E Ftro� L �}'N I0 0 CCY Z�Ga �m.r.min�uu,.rr�wnrnin.�rrrir JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED ` 1 B INTERFACE P SCALE: 1/4" = I4" GARAGE RIGHT • TI TL�_ • SLAB INTERFACE PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W DAVLSSEWS.COM TAMPA • L7ENVER EST. 1994 ` 1 B INTERFACE P SCALE: 1/4" = I4" GARAGE RIGHT • TI TL�_ • SLAB INTERFACE PLAN • SHEET • TEMP. GL. ENCL.— ON 42" N. LOW WALL SEE TU5/5HOWER— DETAILS HANSEN BOX 3 - 26 5H. T.O.M. HD, AT V-0" 9'-4" * EGRESS T.O.M. 9'-4" A.F.F. b- �Q 115T1 S.F. I g81 S.F. f Lo GARAGE 4516,F, WINDOW WIDTHS 14 S.F. LANAI 128 S.F. 2011 2111 3 111 5311 u H 07 ALL EMERGENCY ESCAPE AND RESCUE © Lo 8 LL OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). _ * * * T.OM. BOTTOM OF LINTEL �ql g _4 AT S'-0" AFF. AF.F. AFF.to 1p 2611 L 12 5H 1/2 32 5H 22 5H TEMP. GL. ENCL.— ON 42" N. LOW WALL SEE TU5/5HOWER— DETAILS HANSEN BOX 3 - 26 5H. T.O.M. HD, AT V-0" 9'-4" * EGRESS T.O.M. 9'-4" A.F.F. b- �Q HATCHING LEGEND INSULATE WALL CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 MAIN FLOOR 115T1 S.F. TYPICAL MASONRY g81 S.F. TOTAL LIVING WINDOW SCHEDULE GARAGE 4516,F, WINDOW WIDTHS 14 S.F. LANAI 128 S.F. 2011 2111 3 111 5311 u H 07 WINDOW CALL -OUTS _ 2611 L 12 5H 1/2 32 5H 22 5H 32 5H w = 39" 13 5H 1/2 33 5H 23 5H 33 5H J p 5111 14 5H 1/2 34 5H 24 5H 34 5H z 6311 0 15 5H 1/2 35 5H 25 5H 35 5H '—' z 12" 3 16 5H 1/2 36 5H 26 5H 36 5H 6 G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, Lu Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 0 MANUFACTURE 5PECIFIGATION5. z 4 REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) HATCHING LEGEND INSULATE WALL CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 MAIN FLOOR 115T1 S.F. UPPER FLOOR g81 S.F. TOTAL LIVING 2138 S.F. GARAGE 4516,F, ENTRY 14 S.F. LANAI 128 S.F. TOTAL SQ. FT. 2191 S.F. MAIN FLOOR PLAN NOTES— SCALE: GARAGE RIGHT • JOB NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED 1 K m 150 STATE STREET EAST OLDSMAIt, FLORIDA 39677 $13.925.1300 TEC. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • D1=LAVER 0 y 0 0 � E J r0 J �W N ,� �N�M ro �T" J V � OroCp L �}+N LUicj� r L0.1 • JOB NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED 1 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAIt, FLORIDA 39677 $13.925.1300 TEC. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • D1=LAVER EST. 1994 �-2A IJ9 Q. M CIO O r - C -3 o ® Z � UJ Li J co -1 �+ LL CL) v`i`a►+nuts e�e� w 2 z° 0 0 0 n0Ln ne00 00lb 2138 =mom • SHEET • a s REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTES x m DAMS BEWS DESIGN GROW 14'-0" C 0 r0 -� EST. 1994 (zzzz-- 16'•0" y 0 >JM 5LL I' 411 131.41, ro� 00 C ~ Z7 c,6-0 ■� � Cp E0 b r 0 ;; m 41 oro 1 ZY�v 'coco — — — — — — — — — — — — v _ co = $11 $I, QII �11 I 8' 2" M.O. I 4'-0" i I I I N.B. M FAMILY ROOM MASTER SUITE - N 11_QII 1'-211 151 211 u; N r 7 '6l N `r 6' 0" T-611 11 M M.B H � -- — — DINING ROOM m I I 11 6,1 1 •QII 3'-6" 0 I _ — — — r UTIL T / / OO / O I r :OD=TKITCHEN °' o LV� o' O 5' 1011 PWDR / 0G N CI /1111 31_QII 7 YJ V 3i_411 O i ENTRY --------- F _O GARAGE e N e0 �— — — — — — — — — — — — — ---- ---�, I I I I I I O I 16'-011 M.O. 1'-811 1'-0" 2'-8" 21-811 81-811 211-41' REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTES JOB NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED 11.- - .II • x m DAMS BEWS DESIGN GROW C 0 r0 -� EST. 1994 (zzzz-- y 0 >JM 5LL ro� 00 C ~ Z7 c,6-0 ■� � Cp E0 r 0 ;; m 41 oro 1 ZY�v JOB NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED 11.- - .II • DAMS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA g DENVER -� EST. 1994 (zzzz-- MAIN FLOOR PLAN DIMENSIONS GARAGE RIGH1 TITLE • MAIN FLOOR PLAN DIMENSIONS IIII • SHEET • PROVIDE PAN AND UNDER A.E 24" N. A/C PLATFORI CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5HED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5NALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 6ECTION5 OF WINDOW5 5NALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 REFER TO SHEET 213 FOR UPPER FLOOR PLAN DIMEN510N5 * * ALL EMERGENCY E5CAPE AND RESCUE OPENINGS 5NALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * TYPICAL WOOD FRAME • x ro WINDOW SCHEDULE DAVIS B EWS WIN©OW WIDTHS DESIGN GROUP OJ 20" 2411 36" 45" ul) TAMPA • E3ENVER- EST. 1994 WINDOW CALL -OUTS r yN�r p��M L9 20" u,2 1515 F.G. 2018 F.6. 3015 F.G. 4018 F.G. Lu 0 t CO 3�E 24" 1820 F.C. 2020 F.G. 3020 F.C. 4020 F.G. : to cf) o 41 Z - v 0 36" (5 1830 5H 2030 5H 3030 5H 4030 5H D 45" 0 1840 5H 2040 5H 3040 5H 4040 5H z 60" 1550 5H 2050 5H 3050 5H 4050 5H 12" 1560 5H 2060 5H 3060 5H 4060 5H 0 G.C. VERIFY MA50NRY OPENING5 FOR ALL WIN[)0W5, uj w WINDOW 51TE5 AN[) IN5TALLATION MAY VARY PER 0MANUFACTURE 5PECIFICATION5, 71, 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5E[) (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXE[) GLA55- F.G.) CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5HED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5NALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 6ECTION5 OF WINDOW5 5NALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 REFER TO SHEET 213 FOR UPPER FLOOR PLAN DIMEN510N5 * * ALL EMERGENCY E5CAPE AND RESCUE OPENINGS 5NALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * • JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10--11-16 REVISED • x ro DAVIS B EWS toV.. J �O DESIGN GROUP OJ 150 STATE STREET EAST OLDWW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX doN� TAMPA • E3ENVER- EST. 1994 rn am yN�r p��M • O 0 roLE4" N 0a N 0 t CO 3�E �t_'� tC'4 o. to cf) o 41 Z - v • JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10--11-16 REVISED UPPER FLOOR PLAN NOTES_ SCALE: 1/4" = I'-01' GARAGE RIGHT 2138 , DAVIS B EWS DESIGN GROUP 150 STATE STREET EAST OLDWW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E3ENVER- EST. 1994 UPPER FLOOR PLAN NOTES_ SCALE: 1/4" = I'-01' GARAGE RIGHT 2138 , 11 REFER TO 5NEET 251 FOR UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED wl K m J Lo r0 0 J �� N N OUXMAK FLORIDA 34677 813.925.1300 TEL ♦A C11 W W W.DAVISBEWS.COM TAMPA • DENVER. /� N r - L. > ;JM i. � �. . _ 00 Tti J V ~ � o C10 =�W s 0 .- cv o ._ co �~ oco +� z��° JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED wl w ©. M Gi JC 00 CO a Z O O C ...1 UL `,�1111111i �/ ca e o•co o y _ O°z '4. 0 00 Lr) ry" 00 0 >= 0 1 2138 • TI TLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STR= EAST OUXMAK FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 w ©. M Gi JC 00 CO a Z O O C ...1 UL `,�1111111i �/ ca e o•co o y _ O°z '4. 0 00 Lr) ry" 00 0 >= 0 1 2138 • TI TLE • UPPER FLOOR PLAN DIMENSIONS STAIR NOTES: RAILING BALU5TER5 514ALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS, CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -FAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RE51DENTIAL CODE 8302.1 ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBG R301 AND TABLE R301.5 PER F.5.0.R. - 5TH EDITION (2014). * * * * * * SCALE: 1/4" = 14" PLAN DETAILS SCALE: 1/4" = I'-0" GARAGE RIGHT 36" H. CONTINUOUS 42" H. K m GRASPABLE LOW WALL 3/4" PLYWD, RAILING 0 �0 DECKING LINE OF 6' 8" MIN. BEAM BEAM HEAP CLEARANCE FLOOR SYSTEM FLOOR \ SY5TEM ro0 n Q 0 aJ� Cti � c o�o E � L O \ c 2x STRINGERS 1020" lr 42"N. LO LOW WALL _ LINE OF r I I I I" N051NG (TYP.) DOOR IN FOREGROUND I I Q M 2x TREADS AND i Ix R15ER5 (TYP) 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" = 14" PLAN DETAILS SCALE: 1/4" = I'-0" GARAGE RIGHT JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED K m DAVIS BEWS DESIGN GKOVP C U to No EST. 1994 0 �0 EON �N�M D d V >•;JM Lon �C�' ro0 n Q 0 aJ� Cti � c o�o E � L O JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED Ldse O! LL M cm now Aj 00 C) C> } ggB `°0°°.966 e. ••.x °% 2 CJS O O. J r uj; 09 ® ti Loon r 00 0 0 < Oil 2138 -1 • TITLE • PLAN DETALS e • SHEET • DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TAMPA • DELIVER EST. 1994 Ldse O! LL M cm now Aj 00 C) C> } ggB `°0°°.966 e. ••.x °% 2 CJS O O. J r uj; 09 ® ti Loon r 00 0 0 < Oil 2138 -1 • TITLE • PLAN DETALS e • SHEET • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING � NOTE:. -j _� * * * * * * * * THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103,62. AND A5TM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE; 3" = 1'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE 5ELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES ;AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF 45TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 8612.3 6 112 12� J� Q6 Q6 /SHINGLE ROOF PLT. HT. 4" BANDING (TYPJ ,..--- STUCCO FINISH I'-4" W. x 5'-0" N. DECORATIVE ZVIFIXED SHUTTER _ SHINGLE * ROOF 4" BANDING SECOND FF. LINE (TYPJ 12 1'-0" BANDING 6 «' T.O.M. 6" BANDING 4" BANDING 12 /SHINGLE `E6 ROOF G.C. VERIFY ALUMINUM OVER 2x6 5U5 -FASCIA (TYPICAL) PLT. NT. -►- 1'-411 W. x 5'-0" H. STUCCO F-� DECORATIVE INISH FIXED SHUTTER a m -- r /SHINGLE a6 ROOF 6" BANDING TEXTURED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ FINISH 171171 F7171 El El E 1:1 SECOND FF, LINE T.O.M, TEXTURED FINISH cp �' BANDING 17117117117:1171 El E] I BANDING TEMP. MAIN F.F. LINE F-71 J-_ _ MAIN FF. LINE _ I I I LA d x le © COPYRIGHT 2014, TAYLOR MORR15ON 4" BANDING GRADE LINE (A55UMEq) FRONT ELEVATION - SCALE: 1/4" = I'-0" ELEVATION "A" GARAGE RIGHT JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED U. uj r low, °43 a Z � c:) o LL 11a,. `� �v e •°®s®° ell °- a� '•J: yr °�� °•0 VSA ®O••••° Z cj� I 0 Lrvool 00 0 >= " 0 2138 x le 150 STATE STREET EAST OLDWAR, FLORIDA 39677 813.925.1300 TEL 813.92.5.1800 FAX W WWDAVISBEWS.COM C 0 �. `L. 00 3�Eo:�C0 L-�w U rO Lo J �� 20 >JC4 ���• roL n JV C*f0 •i Z�� I I I -.0 JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED U. uj r low, °43 a Z � c:) o LL 11a,. `� �v e •°®s®° ell °- a� '•J: yr °�� °•0 VSA ®O••••° Z cj� I 0 Lrvool 00 0 >= " 0 2138 D11VIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 39677 813.925.1300 TEL 813.92.5.1800 FAX W WWDAVISBEWS.COM TAMPA • DENVER .� EST. 1994 • TI TLE • FRONT ELEVATION DETAILS ismol d UPPER ROOF VENT REQUIREMENTS G.C. VERIFY THAT 305.68 SQ. IN, OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTIY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. LANAI ROOF VENT REQUIREMENTS G.C, VERIFY THAT 30.12 50. IN, OF VENTILATION THROUGH UPPER Q 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTIY OF ROOF VENTS N.1 --------- - REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT.___� 4:12I ------------------ L ------- ------------------- ------- ---- -----I I I i I I � I I � I I I I I yd �e 6:12 FR c 6612 PLT. Hr, SHINGLE ROOF 4D SECOND F.F. LINE T.O.M. m �o MAIN F.F. LINE 6 I� /SHINGLE ROOF N �c CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 12 a 6 Q6 PLT. Hr. 0—TEMP. Z Srucco FINISH � 126 �l L5HINGLE SECOND FF, LINE ROOF -- --- T.O.M. 6666._..___------- ---- - - — /TEXTURED /TEXTURED FIN15H FIN15H TEMP. MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION 5CALE: 1/8" = 14" 11/2" THICK 5ANp FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: H-1 L\�Lj -A rHICKNE65 OF TEXTURED FINISH OVER FRAME APPLIGATIOI TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RE51DENT14L CODE R103b.2. AND ASTM G 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISHI BANDING AND / OR SAND FINISH KEYSTONE SGALE: 3" = I'-0" 6:12 o -7 Q6 GIRDER y� TRU55 ROOF TRUSSES TRU55 fi 6 I� r AT 24" O.C. (TYPICAL) 813.925.1300 TEL I ❑❑ R. 3 LOFT /2.5TORY TRU55 ROOF TRU55E5 AT 24" D.C. ❑ ❑ ❑ ❑ n, `'_' VOLUME D 4 (TYPICAL) 5ADDLE BEAM BEAM °('LLM 6:12 ------------------ KIT. ro= Zo GONG. �� LINTEL GARAGE u O g 0 FAMILY ROOM >E LAN,41 DINING 0 c* 4d Zr�° I I s 1 1 I I -----------,--- I 6:12 Lu I 6:12 I I I � I I I GARAGE ROOF VENT REQUIREMENTS � I G.G. VERIFY THAT 91.68 5Q. IN, I OF VENTILATION THROUGH UPPER I 1 1 I 2/3 OF ROOF 15 ACQUIRED. I VERIFY QUANTIY OF ROOF VENTS i I REQUIRED, PER MANUFACTURER'S ----------------.----------- 5PECIFICATION5 OF NET FREE AREA PER VENT. rYP. OVERHANG AA AT HIP 3A3 (U.N.o.) ROOF PLAN_ 5CALE: 1/8" = 1'-0" PLT. Hr, SHINGLE ROOF 4D SECOND F.F. LINE T.O.M. m �o MAIN F.F. LINE 6 I� /SHINGLE ROOF N �c CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 12 a 6 Q6 PLT. Hr. 0—TEMP. Z Srucco FINISH � 126 �l L5HINGLE SECOND FF, LINE ROOF -- --- T.O.M. 6666._..___------- ---- - - — /TEXTURED /TEXTURED FIN15H FIN15H TEMP. MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION 5CALE: 1/8" = 14" 11/2" THICK 5ANp FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: H-1 L\�Lj -A rHICKNE65 OF TEXTURED FINISH OVER FRAME APPLIGATIOI TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RE51DENT14L CODE R103b.2. AND ASTM G 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISHI BANDING AND / OR SAND FINISH KEYSTONE SGALE: 3" = I'-0" SECTION AA SCALE: 1/8" : 1'-0" 6 1� Q6 4INGLE ROOF PLT. HT. PLT, HT. /-STUCCO F.G. F.G, FIN15H * � SECOND F.F. LINE 4 12 12 12 124 SHINGLEROOF _ SECOND FF. LINE T.O.M. _ _ T.O.M. _ EETEXTURED TEXTURED FIN15H @ FINISH t MAIN F.F. LINE TEMP.L11 MAIN F.F. LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - I'-0" 12 SHINGLE 6� 12 ROOF 6 6 12 12 Q 12 ROOF 6 PLT. HT. _ _ _ PLT. HT. 5rucco ❑ FINISH � ZSTUCCO 12 * FIN15H 6� LSNINGLE 8 SECOND FF. LINE ROOF SECOND FF. LINE r.OM. T.OM. -- /TEXTURED /TEXTURED FINISN 7 @ FIN15H 7 o «� ;l MAIN FF. LINE MAIN FF. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION PLT. HT_ SHINGLE ROOF 12 8'=* a4 SECOND FF. LINE T.OM,_ MAIN FF. LINE GIRDER 12 6� -7 Q6 GIRDER TRU55 ROOF TRUSSES TRU55 12 6 % 6 I� r AT 24" O.C. (TYPICAL) 813.925.1300 TEL I 12 GIRDER 6� ❑❑ R. 3 LOFT /2.5TORY TRU55 ROOF TRU55E5 AT 24" D.C. ❑ ❑ ❑ ❑ n, `'_' VOLUME D 4 (TYPICAL) -. FLOOR SYSTEM -- BEAM BEAM °('LLM KIT. ro= Zo GONG. �� LINTEL GARAGE u O g 0 FAMILY ROOM >E LAN,41 DINING 0 c* SECTION AA SCALE: 1/8" : 1'-0" 6 1� Q6 4INGLE ROOF PLT. HT. PLT, HT. /-STUCCO F.G. F.G, FIN15H * � SECOND F.F. LINE 4 12 12 12 124 SHINGLEROOF _ SECOND FF. LINE T.O.M. _ _ T.O.M. _ EETEXTURED TEXTURED FIN15H @ FINISH t MAIN F.F. LINE TEMP.L11 MAIN F.F. LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - I'-0" 12 SHINGLE 6� 12 ROOF 6 6 12 12 Q 12 ROOF 6 PLT. HT. _ _ _ PLT. HT. 5rucco ❑ FINISH � ZSTUCCO 12 * FIN15H 6� LSNINGLE 8 SECOND FF. LINE ROOF SECOND FF. LINE r.OM. T.OM. -- /TEXTURED /TEXTURED FINISN 7 @ FIN15H 7 o «� ;l MAIN FF. LINE MAIN FF. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION PLT. HT_ SHINGLE ROOF 12 8'=* a4 SECOND FF. LINE T.OM,_ MAIN FF. LINE • J08 NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED • x m DAVIS BEWS 0too DESIGN GPOVP 0 r OLDSMAR, FLORIDA 34677 813.925.1300 TEL $13.925.1800 FAX cf N' TAMPA • DENVER EST. 1994 ��- 2 C4 c .9 ai L L °('LLM 0 0 ro= Zo O g 0 >E to 0 c* 4d Zr�° • J08 NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED • DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL $13.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 ��- ELEVATION "A" GARAGE RIGHT TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS SHEET • 13A2. BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING A- IVIA I tKIHL F'tK VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) :-ENGINEERED ROOF ISSES AT 24" O.C. ,RICANE STRAP PER )F FRAMING PLAN gk BRG.HGT M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM aDER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING WATERPROOF MEMBRANE NON 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 t FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RF'k") 3J�P WEATHER RESISTIVE BARRIER PR- SILL PLATE (SEE DETAIL B O O FOR OPTIONS) P� CORNER PATCH TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED FLASHING WINDOW) HEAD FLASHING TIE-IN INSTRUCTIONS: WEATHER RESISTIVE BARRIER i i 2 1 2 i i DO NOT FLASH OVER BOTTOM NAILING FLANGE 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3 FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL "t PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE 20" FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS �_- SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH 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 15/32 O.S.B. SHEATHING • x m DAMS BEWS DESIGN GROUP BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z ­- EST. 1994 0 -1 FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF NM N r La m-iM CONST. ADHESIVE TO BE APPLIED L ` ANLL CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 0 0 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE 4.1 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALIL I 0� Zr2a i I ISH WATER PROOF CAULKING I i PER BUILDER _ ' a � � a PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE NON 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 t FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RF'k") 3J�P WEATHER RESISTIVE BARRIER PR- SILL PLATE (SEE DETAIL B O O FOR OPTIONS) P� CORNER PATCH TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED FLASHING WINDOW) HEAD FLASHING TIE-IN INSTRUCTIONS: WEATHER RESISTIVE BARRIER i i 2 1 2 i i DO NOT FLASH OVER BOTTOM NAILING FLANGE 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3 FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL "t PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE 20" FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS �_- SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH 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 • JOB NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED • x m DAMS BEWS DESIGN GROUP C 0 to r0 ­- EST. 1994 0 -1 MM�0 NM N r La m-iM L ` ANLL 00 `u Tl ti J 13 o 0 0 3� 4.1 l�ti 0� Zr2a • JOB NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED I1J � WITH SECTION R702.7 OF THE CODE. 00o R703.2 WATER -RESISTIVE BARRIER ® a z° ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH MIN � to p ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 9 ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND `,�`����;..•°••' •.,Ni�'�,, TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE f�S EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. Nr ui o of J • W . ¢ O® O R703.8 FLASHING cs ®``�,�,`` APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT �d�••°... • �ea® ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER'TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE ryoo OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE 0 SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. rvo 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 00 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2138 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • TI TLE • FLASHING DETAILS • SHEET DAMS BEWS DESIGN GROUP 150 STATE STREET FAST OLDSMAR, FLORMA 39677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER ­- EST. 1994 I1J � WITH SECTION R702.7 OF THE CODE. 00o R703.2 WATER -RESISTIVE BARRIER ® a z° ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH MIN � to p ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 9 ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND `,�`����;..•°••' •.,Ni�'�,, TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE f�S EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. Nr ui o of J • W . ¢ O® O R703.8 FLASHING cs ®``�,�,`` APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT �d�••°... • �ea® ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER'TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED M CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE ryoo OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE 0 SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. rvo 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 00 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2138 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • TI TLE • FLASHING DETAILS • SHEET SHEATHING TEXTURE FINI5P COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE 5ELF ADHESIVE FLA5HING AT LOWER N05E OF M.W.W.5. 5ELF ADHESIVE FLA5HING MA60NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER nnnr nr.i SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR WEATHER RESISTIVE MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING �� BARRIER INSTALL FLASHINGD JAMB HEAD NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE DOOR ROUGH OPENING WOOD FRAME CONSTR. FLASHING WINDOW FLASHING SELF -ADHERED FLASHING MATERIAL W/ METAL LATH IN SELF -ADHERED FLASHING SEE DETAIL WP01 ( ) MATERIAL W/ METAL LATH IN REFER TO TECHNICAL / REFER 3/4'A" BEAD OF CONSTR. BY LAPPING DOWN �— BUILDING PAPER LETTER ON CHEMICAL / BUILDING PAPER ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP COMPATIBILITY ' RELEASE PAPER THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. SELF -ADHERED FLASHING, � `� (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" UP JAMB 6". USE LIQUID NAIL BRAND / VERTICALLY FROM ADHESIVE AS SHOWN) OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING t SUBFLOOR (SEE DETAIL WP07) RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER nnnr nr.i SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER BOTTOM OF / O THRESHOLD SECTION -A (SEE / DETAIL WP02) \ SELF -ADHERED FLASHING \ NAILING FLANGE SELF -ADHERED FLASHING O.. DO NOT FLASH OVER i / SEAL TOPS OF JOISTS *INSTALL SELF ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6_���///i CONT. GALV. "L" FLASHING PER TEXTURED, PAINrr" OUTSIDE OF FLASHING goo MANUFACTURES EXTER. WALL FII` SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRIC SPECIET FIED S FIEDALL(LEVELUIRED ALLEY VERTICAL WALL BEAUTY STRIF BY PLAN LOCATIONS) __ AT ENTRY SHINGLE OVEI 6° j ,::.....,...::..... DIVERTER Mi FLASHING DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH RI HOLD EXTERIOR 0 %''" ter. FINISH 2" ABOVE ;` : ; �'°; �'°' a'•' y �° ` ''� ROOF ;e y e fr'r ` '� ° o e n e, e, e,` ° _' FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ CONT. GALV. ' FLASHING PEF MANUFACTUR SPECIFICATIO OVER ROOF — ROOF MATERIAL PER SHINGLES W/' ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNIDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HIND DETAILS TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT / \ ROOF METAL DRIP EDGE TO T49`grS BE UNDER 4Fl 'SUNDERLAYMENTAT / �F9 Tye OC�OS ROOF EAVES SO TYPICAL ROOF TO WALL FLASHING DETAIL ggTTo,� c,4N GOUR0. H G�VRS� 300 CIO G0VR6�1_ \ gE DO NOT NAIL WITHIN 6" VALLEY CENTERLINE RAKE METAL DRIP EDGE 5 „ LINE VALLEY BY CENTERING 36" WIDE TO BE OVER 2 EAVESUNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES � 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT i RAGING CEMENT. CUT 2" DIAGONALLY OFF - UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM -�' VALLEY CENTERLINE REMOVE J FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK IST FLOOR NOTE: �\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. �--- 7/8" CEMENT PLASTER EXTERIOR IN ACCORDANCE WITH MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING �� 3/4"-1" BEAD OF CONSTR., SHEATHING ADHESIVE TO BE APPLIED UNDER INSTALL FLASHINGD JAMB HEAD NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE APPROVED WEATHER -RESISTANT THRESHOLD OF DOOR AND RETURN FLASHING WINDOW FLASHING SELF -ADHERED FLASHING MATERIAL W/ METAL LATH IN UP JAMB NAIL BRAND SEE DETAIL WP01 ( ) MATERIAL W/ METAL LATH IN REFER TO TECHNICAL / REFER OR QUALIWEATHIQUID ER ROOF CAULKING ACCORDANCE WITH ASTMC1063 �— BUILDING PAPER LETTER ON CHEMICAL / BUILDING PAPER SCORED COMPATIBILITY ' RELEASE PAPER SELF -ADHERED FLASHING ° / ° SELF -ADHERED FLASHING, � `� (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE / VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / O THRESHOLD SECTION -A (SEE / DETAIL WP02) \ SELF -ADHERED FLASHING \ NAILING FLANGE SELF -ADHERED FLASHING O.. DO NOT FLASH OVER i / SEAL TOPS OF JOISTS *INSTALL SELF ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6_���///i CONT. GALV. "L" FLASHING PER TEXTURED, PAINrr" OUTSIDE OF FLASHING goo MANUFACTURES EXTER. WALL FII` SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRIC SPECIET FIED S FIEDALL(LEVELUIRED ALLEY VERTICAL WALL BEAUTY STRIF BY PLAN LOCATIONS) __ AT ENTRY SHINGLE OVEI 6° j ,::.....,...::..... DIVERTER Mi FLASHING DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH RI HOLD EXTERIOR 0 %''" ter. FINISH 2" ABOVE ;` : ; �'°; �'°' a'•' y �° ` ''� ROOF ;e y e fr'r ` '� ° o e n e, e, e,` ° _' FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ CONT. GALV. ' FLASHING PEF MANUFACTUR SPECIFICATIO OVER ROOF — ROOF MATERIAL PER SHINGLES W/' ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNIDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HIND DETAILS TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT / \ ROOF METAL DRIP EDGE TO T49`grS BE UNDER 4Fl 'SUNDERLAYMENTAT / �F9 Tye OC�OS ROOF EAVES SO TYPICAL ROOF TO WALL FLASHING DETAIL ggTTo,� c,4N GOUR0. H G�VRS� 300 CIO G0VR6�1_ \ gE DO NOT NAIL WITHIN 6" VALLEY CENTERLINE RAKE METAL DRIP EDGE 5 „ LINE VALLEY BY CENTERING 36" WIDE TO BE OVER 2 EAVESUNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES � 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT i RAGING CEMENT. CUT 2" DIAGONALLY OFF - UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM -�' VALLEY CENTERLINE REMOVE J FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK IST FLOOR NOTE: �\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. �--- 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 C U r0 Lo J N N� ,wdo 0) V, 2N0M r - L• >>JM `m o iL e 0 0 ro= T O � 6'- Oro CO �r roe, � a,NN Yo. 40 z v 't ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 �— BUILDING PAPER BUILDING PAPER ---7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL — 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED • JOB NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REWSED K ro DAVIS BEWS DESIGN GROVP C U r0 Lo J N N� ,wdo 0) V, 2N0M r - L• >>JM `m o iL e 0 0 ro= T O � 6'- Oro CO �r roe, � a,NN Yo. 40 z v 't EST. 1994 • JOB NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REWSED tl J. co ® z Iblj ti _ INSTALL BOTTOM EDGE OF O �I WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )UBLE JOIST . „k,. AM BELOW „' ✓ SELF -ADHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING C WATERPROOFING METHODS TO BE USED. NT5 • TITLE • FLASHING DETAILS e • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST' OLDS1v1W FLORIDA 34677 813. 925.1300 TEL 813 , 925 , 1800 FAX W W W.DAVLSBEWS.COM TAMPA a DENVER EST. 1994 tl J. co ® z Iblj ti _ INSTALL BOTTOM EDGE OF O �I WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )UBLE JOIST . „k,. AM BELOW „' ✓ SELF -ADHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING C WATERPROOFING METHODS TO BE USED. NT5 • TITLE • FLASHING DETAILS e • SHEET • HORIZ.—< MAKE-UP LIGHTS COACH LIGHT COACH LIGHT MICROWAVE OUTLET +14" W.P. / GF.I. FOR T.U.G. SERVICE L CTfRf CAL < *� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Kkpl WEATHERPROOF DUPLEX OUTLET �@W,l. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET { ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH Ip DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT E#ED FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN ip EXHAUST FAN/LIGHT COMBINATION ®o ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) D PUSHBUTTON SWITCH (OPTIONAL) Q CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� c SMOKE / CARBON MONO COMBO DETECTOR TELEPHONE(OPTIONAL) v TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU, ROUGH -IN FOR OPT. CEILING FAN <i J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) A5 INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND (RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. J411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A 1`0551L -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DISCONNECT METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDER SROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C (J -D 1 Ll- I-- - ____j DAVIS BEWS DESIGN GPOVP DISC. TYP. 14 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL h0 COPPER TO WATER HEATER 08 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL 0 ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY V APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. • JOB NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED X w (J -D 1 Ll- I-- - ____j DAVIS BEWS DESIGN GPOVP U �0 EST. 1994 e - J h0 0 N� M� 0N�"J� d � r `. >_ ;JM L L aNLL 0 �0 �Lro� Ec ;: cm 0 .� m Z° • JOB NUMBER 26002.238 • CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED 2138 01 • TITLE • MAIN FLOOR ELECTRICAL PLAN MAIN FLOOR ELECTRICAL PLAN. SHEET 4A GARAGE RIGHT 1 (J -D 1 Ll- I-- - ____j DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDWAK FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 e - 2138 01 • TITLE • MAIN FLOOR ELECTRICAL PLAN MAIN FLOOR ELECTRICAL PLAN. SHEET 4A GARAGE RIGHT 1 HORIZ MAKE-UP LIGHTS L CTfRICAL <EE� 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET 1N FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH �- CEILING MOUNTED ING40EXENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH HILL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ip. EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIMAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR I< TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) Ur THERMOSTAT Cp ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH (j SPEAKER (OPTIONAL) c 15 ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT' LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. OTES1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.D AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS ABv COUNTERTOP) TELEY15ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE ARC.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IGF.0 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED • • x ca V.. 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 U �o N N^ rn ON�i�, 6 >:L -.J C'4 6 °ALL 00 o:�C0 L CJ 0 } N +, . o 00�+��� ZrLet JOB NUMBER 26002.238 CAD FILE NAME LOT 185 ISSUED 10-11-16 REVISED 2138 0 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • (,C-.) all DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 2138 0 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • METAL GUATINGS FOR USE W1 1 H PRESSURE I REA I EU WUVU GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR MINIMUM 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS O 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT', AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHI THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS, FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDIN BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS'. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZ OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEN 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, MET LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INT CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE F ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE N CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS G MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED, BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF E MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -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 REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH 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 @ 10,4, MAX AND D EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING AL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 0 DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT, RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 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", LATEST EDITION.(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 S4 REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1 IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT, TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL WIND -BOURNE DEBRIS AREA. OPENING PROTECTION -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD E = 1,800,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Ib/int U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. Ft = 1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc 1= 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA, TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1 . USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/6' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF' 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5• A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD a INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED) DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 S4 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) (-)VALUE DENOTES SUCTION AREA O O GENERAL DETAILS (+) 21.2 (+) 21.2 10 -) 22.9 - 28.3 TWO STORY DETAILS (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 z (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+).18.0 5/26/2015 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" 6/11/2015 (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5D510 4 F- 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 UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI Z CREATED ELEV. C W/ OPTIONAL LANAI w/ 6 1/29/2015 TRUSSWAY TRUSSES PER TB -39 � z q`~ . 0.. : W APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS 7 4/16/2015 w/ BED ROOM PER TB -55 (TL/JV) z APPLIED TRUSSWAY TRUSS TO ELEV-A 8 4/27/2015 PER TB -45 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 9 5/26/2015 TRUSSWAY TRUSSES PER TB -100 •� J CREATED ELEV. B W/ OPTIONAL LANAI & 10 6/11/2015 TRUSSWAY TRUSSES PER TB -38 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. 01,111111 0 U W 0 STRUCTURAL ENG: CFG / BED U) -STRUCT: OUj QC CHECK: M JOB No. ��� ✓i, t%o ti U DATE: • 2� 00 C6 00 o �. •• il/ to W Z � iLU CD F zq� ¢ 00* = +L� D J � z q`~ . 0.. : W Q r s z z °•••°•°°•• ° ®®. } O J U) v III11111� STRUCTURAL ENG: CFG / BED U) -STRUCT: TNT QC CHECK: p JOB No. W 0✓� U DATE: U C6 O W coo o 0 GPC � a _I z STRUCTURAL ENG: CFG / BED U) -STRUCT: TNT QC CHECK: CC JOB No. W SCALE: z DATE: 10/12/2016 O W Z °e GPC _I z J U) v •� J O Q��. � 4 oLLJ F- F- 0 W W vJ ca _ w s L0 11 a 00 W ~ 0 O W LU 0 W 0 O 1 1- Cl) 0 IX 0 LLJ O = J 0 Ca Z Lr. 0 Z aa= W STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: TNT QC CHECK: CC JOB No. TM - 2153219 SCALE: AS INDICATED DATE: 10/12/2016 S1 I c 0 30'-0" crnDV r:nnrinir-' FOUNDATION PLAN FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PS1 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL W a 0 z O ' U W Q W W � �.v •eoeoe•o � / '� M • e Z co 0 Rik4�0 2 r O ©LLI Co --S J� _� Z U: o131 0 0 aS� U C ve • a CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. "111111111% m LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 U, PSF, O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO ` DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE p., IQO r� STEMWALIL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. v ° o o FOOTING SCHEDULE 0 ° = Z 0 O12"x12' "x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3 MIN. COVER TO EDGE OF CONC.�� U O24"x24' "x12" dp w/ #5's EQUALLY SPACED EA. - 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W.'' BARS & 3" MIN. COVER TO EDGE OF CONC. 0 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. _ 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32 x32 x12 dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. a O36"x36"'x12" dp w/ #5's EQUALLY SPACED EA. Z 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. J BARS & 3" MIN. COVER TO EDGE OF CONC. p 0— 42"x42"x12UJI " dp w/ #5's EQUALLY SPACED EA. z 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W.o BARS & 3" MIN. COVER TO EDGE OF CONC. 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA, O 0 �. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 0 z ffi BARS & 3" MIN. COVER TO EDGE OF CONC. J 54"x54"x16" dp w/#5's EQUALLY SPACED EA. WAY 4.5 BAN. 2" HORIZ. CLEARANCE BETWEEN RS S & 3" MIN. COVER TO EDGE OF CONC. MIN (8) # 5 E.W. z Q 60"x60"x16" dp w/#5's EQUALLY SPACED EA. IN 0 0 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z U vi O BARS & 3" MIN. COVER TO EDGE OF CONC. a ~ v W z SYMBOLS LEGEND Q U. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. W TO TIE BEAM ( 6'-8"O.C. MAX U.N.O.). W 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U) TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. 1�j O Q 00 11 -j z o OWE W 0 � �tnOC � oc=Z " LLJazo — o STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: TNT QC CHECK: CC JOB No. TM - 2153219 SCALE: AS INDICATED DATE: 10/12/2016 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited I s2 '-4" ,, 13'-4" ,,I'-4" v co s N c0 v SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8"O.C. MAX U.N.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. DOWEL LAYOUT PLAN 1/4"=1 '-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. its strictly prohibited. Z O � U w Cn W Q � W UjLd 00 4Z O O� = Z Zv ` o • "` D O.o.� b � W Z Q °�urAtlrrrre m ILL Q 10 » Z O U CCS *� z a Z xW W J z J za v O N V W J 0 Z6 . O t/5 W W W) 11 o a Go > V - ZJ O O W -i U)*kLLI [L W O 1 O �- O �rWm h Ove � U Uj Z aa= _ p H:�H rz STRUCTURAL ENG: CFG / BED DRAFTING: - -- ------ -STRUCT: TNT QC CHECK: CC JOB No. TM- 2153219 SCALE: AS INDICATED DATE: 10/12/2016 S3 FIRST FLOOR FRAMING PLAN_ 1/4"=1'-0" NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. z O U W 0 > �`AAAAA1 � l! ! �� ��•/� U C LLJ Cl) i o) W � W OD cr• QY O �z Z m k O • Uj Q Z m LL V ' '�� , o ` = z o a a z Q J Z LL c� 0 z °-6 C� Z 1..6.EJ v L O Q ry (-) LU w 0 ;< ~�0 :z> �W �..� �W s a00 r W F- OW� A U OWO �-- O o=Z UJ V W ALLJ Z � Q Q = 0 11 STRUCTURAL ENG: CFG / BED DRAFTING. STRUCT: TNT QC CHECK: CC JOB No. TM - 2153219 SCALE: AS INDICATED DATE: 10/12/2016 S4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL44 BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN LVL COLUMN. BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. O5-1/4"x5-1/4" BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN OZ BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN POSTS. AT EXTERIOR CONDITIONS BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 1rd. PT. 3 BW7 16"SYP 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. (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 1160If p MID -SPAN BWg 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf -1 3rd. PT. (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 87 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C.1160 ADJUST AS REQ'D TO MISS STUDS plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 'rd. PT. 3 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY WPLAN 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 Win 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 Win 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 4" 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 <8>(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 OL44 SYP #2 POST O6x6 SYP #2 POST NO 8x8 SYP #2 POST O3-1/2"x3-1/2" LVL COLUMN. CQO 3-1/2"x5-1/4" LVL COLUMN. O3-1/2"x7" LVL COLUMN. OS 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"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 OZ 5 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 WOILMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 21" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" 8d RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" 1 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 1- 0 U z LU Q (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 FH10A 31 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 44 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24" TAPCONS 57 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS ON MASONRY: SIMP. META16 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 87 MGT w/(22)10d $' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 7"EMBEDMENT NAILS & (18)4'x24" TAPCONS HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 ON MASONRY: SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT TO POST: SIMP. HTS20 OR LSTA18 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 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 OF BEAM EPDXY MIN. 7" EMBED. CMU 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN HTT4 w/(18) 16d x 22" NAILS w/$' EPDXY ANCHOR w/SIMP. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x11" SD SCREWS INSTEAD PF 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 IRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY -5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT 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 WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE 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 �• % �`'�CID 00 0% DATE: 10/12/2016 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 A (/i IW W p ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 1- 0 U z LU Q 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'x24" TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 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 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 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 ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL " NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) �• % �`'�CID 00 0% DATE: 10/12/2016 16d NAILS H2x8 (2)2x8 #2 SYP w/1" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 0 -J Q 000 > r.. 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) A (/i IW W p 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 1- 0 U z LU Q 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) LL' 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) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 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 V-0" TO 3'-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 WEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE 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 ? RUSS 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 NAJLS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. A1t'1T C%- 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. 111111111 Of is �e►eee m LL U' 0 con • C IG�`�i�07 CY) 0 C40 o • cam., O « ;�9 U w ry O z U w� W °6g 7z 7❑ z� Z ` z OW U V Z¢ AA 00J �N W U) z J ~w 2 Q cti s WO Uj = Z W ... �- t V �••w.so0 0 .�//®orn ;i`w Vie.. �• % �`'�CID 00 0% DATE: 10/12/2016 rr� p z !- • Q - o * ¢ : U 11 0 -J Q 000 > r.. CM ` Q _j z O Ow_j is �e►eee m LL U' 0 con • C IG�`�i�07 CY) 0 C40 o • cam., O « ;�9 U w ry O z U w� W °6g 7z 7❑ z� Z ` z OW U V Z¢ AA 00J �N W U) z J ~w 2 Q cti s WO Uj = Z W ... �- JOB No. TM - 2153219 SCALE: AS INDICATED DATE: 10/12/2016 0 11 Q 000 > r.. CM _j z O Ow_j A (/i IW W p 1 o 11-0 C W 1- 0 U z LU Q -r- Q = Q F- ~ LL' NOTES &CONNECTOR LEGEND 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: TNT QC CHECK: CC JOB No. TM - 2153219 SCALE: AS INDICATED DATE: 10/12/2016 S4.1 ,__' ADD STRAPS TO uQ ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B ROOF FRAMING PLAN 1/4"=11-011 STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING 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. ALL EXTERIOR WALL SHEATHING TO BE MIN. 1/2" PLYWOOD OR 7/16" STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS of 8d nails @ 00 3" O.C. @ TOP PLATE & (1) ROW of 8d nails @ 3" O.C. @ BOTTOM .. PLATE, 6" O.C. ALL OTHER EDGES AND 12" O.C. IN FIELD. BLOCKING m SHALL BE PLACED @ ALL SHEATHING JOINTS. 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 • e 6� •®••••. ` •• e® 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. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B ROOF FRAMING PLAN 1/4"=11-011 STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. C-;, > LLJ 0 ' U W C-;, > LLJ Uj 00 .. ®co m 0 P0. Q_j Z ¢ 0; Z • - aim oU . • e 6� •®••••. ` •• e® Z � a ° 0 11111111 m LLL U' 0 , pp� cM 'U' + CV U �� C7 ra c 0 Q • (0 a Q Q Z o o W al 0 Z Z ZLJLQ Q v W U— Z F- 0 0 W W_ W 11 Q 000 > r ZO J O W J LLJA 52 O W O 1 �- O V) R o=Z J U W LLJ Z o aa= STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: TNT QC CHECK: CC JOB No. TM - 2153219 SCALE. AS INDICATED DATE: 10/12/2016 S4.2 CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" THE GROUT IS LEVEL PROVIDE F LINTEL W/ 3000 WITH TOP OF BLOCK FOR 7 STANDARD #5 psi CONC. PER PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS z a W a Z O W ry z O Q CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS rr d d °'4 d O d ° . q7.4, 4 l d °III BOTTOM STEEL IN LINTEL IF ° d 11 INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 n d I ROUGH OPENING PER PLAN 4 d METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 w d . d ° U) o ° 4 n 4 O L- z d N d Z W W 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 j Id TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 d LAP SPLICE BEND 0 LENGTH LAP SPLICE 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2' (1) #5 REBAR IN TIE BEAM IS TO BE CONT: THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3, ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON I LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS "A" NO -SHEAR WALL AT OPENING "All LA!4 L SEGMENT „D" 17/8 an ki III 15 41/4 4 4 #4 21/2 _ —_ -- ... TRANSOM OPENING 91/2 20 3 55/8 121/2 24 ,°. FRAME INFILL ARO64D., TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 d LAP SPLICE BEND 0 LENGTH LAP SPLICE 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2' (1) #5 REBAR IN TIE BEAM IS TO BE CONT: THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3, ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON I LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS "A" NO -SHEAR WALL AT OPENING "All TYPI AL SHEAR WA L SEGMENT „D" #3 17/8 .y .. 4. '!�'. • .A. ki III 15 21/4 41/4 91/4 4 #4 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2' (1) #5 REBAR IN TIE BEAM IS TO BE CONT: THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3, ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON I LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS "A" "B" 11C„ LINTEL PER PLAN "All "B" „CI, „D" #3 17/8 .y .. 4. '!�'. • .A. ki III 15 21/4 41/4 91/4 18 #4 21/2 _ —_ -- ... TRANSOM OPENING 91/2 20 3 55/8 121/2 24 #5 FRAME INFILL ARO64D., 7 113/4 25 33/4 7 1151/2 ` #6 WINDOW BY BUILDER 81/16 .; 30 41/2 SEE DOWEL PLAN FOR 181/2 36 'FILLED 43/8 SEE WF01/SD1 FOR / MORE INFO 16 1/2 35 51/4 9 13/16 CELL INFO. MIN. (1) IS REQ'D ON 42 CC JOB No. TM - 2153219 EITHER SIDE U.N.O. 't AS INDICATED DATE: 10/12/2016 y.`�• '.. .i 1. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENINGHANGER @ EA. END. W/ MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCONIS TO MASONRY & (6) 1 O NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2' (1) #5 REBAR IN TIE BEAM IS TO BE CONT: THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3, ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON I LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS "A" "B" 11C„ "Dv' "All "B" „CI, „D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 1151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 213/4 42 R LAP SPLICE U m EMBEDDED STANDARD 90° HOOK L STANDARD 180° HOOK #3=2Y2 #4=2Y2 #5=2Y2" #6 = 3" #7 = 3'2" 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 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING I APPROVED LINTEL MANUFACTURERS: 18'-0" 0 211/0 750/0 1177/0 1676/0 c 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f c PRECAST LINTELS = 3500 PSI. W 20'-0" 0 180/0 598/0 1024/0 1441/02. W f c PRESTRESSED LINTELS = 6000 psi. � 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0um RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 0111111111111 STRENGTH = 1900 PSL '� * �O tV"' CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE �, +"�""•o 5,Vs� WM o"•• '"•"• �`t'� ° 2'-4" 1694/1694 3725/3280 5499/5421 ;,,. a 'Cr 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. °�, 0)U_ �"°y r� Ui 00 T-0" 1230/1230 2769/2769 4085/4085 Z O c?S cC � Z 3'_4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE W °° : 4'-4" 846/833 2121/1716 3127/2839 v z° �,% 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / + �'" co �z Uj Q MARK U = UNFILLED R =RECESSED '•, �e'` 0 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS •.".,,. ®� z 714" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ �✓' p `� of 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITYA/ ` m 8F16-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER OO 8F8-1B/1T —cam QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. c 8RF14-1B/1T NOMINAL HEIGHT 13'-4" 16'-0" IL LINTEL PLAN 1/8'1=11-011 O 8F16-1B/1T NOMINAL WIDTH U, U O sRF14-oB/1T TYPE DESIGNATION•,, m E O 8F16-0B/1T 1-1/2" CLEAR v��� N '�.:;� ca 0 8F20-1B/1T 6 t0 z OH _ #5 REBAR AT TOP MIN. (1) REQ'D o. O 8F20-0B/1T U _ja z ° C.M.U. `' =Co O 8RF22-1 B/1 T °,° g GROUT rc LO 0 $F24-1B/1T LO Z d #5 REBAR AT BOTTOM OF LINTEL c III 0 U O io CAVITY V 0 8RF22-0B/1T�I` BOTTOM REINFORCING PROVIDED O Q 7-5/8" ACTUAL IN LINTEL (VARIES) M O 8F24-0B/1T 8" NOMINAL WIDTH O" 8RF30-1B/1T FILLED P 8F32-1B/1T 1-1/2" CLEAR 0 8RF30-0B/1T Q O� z = #5 REBAR AT TOP MIN. (1) REQ'D z s 8F32 -0B/1T UQ C� 0000 a z C.M.U. W O 8F38 -1 B/1 T g Ln0 O 8F12-1B/1T z w U,A 0 8F40 -0B/1T I`�I` BOTTOM REINFORCING PROVIDED S J Z 7-5/8" ACTUAL IN LINTEL (VARIES) F- O 8F8 -0B/1T 8" NOMINAL WIDTH J O UNFILLED —� Z a SAFE LOAD TABLE NOTES Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J Z Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. I-- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FFOM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. Ffln 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q 000 tl z_jo Owe LUA OWp APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS a•a W o z (� U) LINTEL NOTES STANDARD uNTELsSTANDARD CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32 -113/8F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2' (1) #5 REBAR IN TIE BEAM IS TO BE CONT: THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3, ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON I LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/ 2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 1838/1567 2883/20030 12'4" 239 418/297 1075/1045 1838/ 1446 2883/1848 12'4" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 c 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f c PRECAST LINTELS = 3500 PSI. W 20'-0" 0 180/0 598/0 1024/0 1441/02. W f c PRESTRESSED LINTELS = 6000 psi. � 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0um RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 0111111111111 STRENGTH = 1900 PSL '� * �O tV"' CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE �, +"�""•o 5,Vs� WM o"•• '"•"• �`t'� ° 2'-4" 1694/1694 3725/3280 5499/5421 ;,,. a 'Cr 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. °�, 0)U_ �"°y r� Ui 00 T-0" 1230/1230 2769/2769 4085/4085 Z O c?S cC � Z 3'_4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE W °° : 4'-4" 846/833 2121/1716 3127/2839 v z° �,% 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / + �'" co �z Uj Q MARK U = UNFILLED R =RECESSED '•, �e'` 0 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS •.".,,. ®� z 714" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ �✓' p `� of 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITYA/ ` m 8F16-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER OO 8F8-1B/1T —cam QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. c 8RF14-1B/1T NOMINAL HEIGHT 13'-4" 16'-0" IL LINTEL PLAN 1/8'1=11-011 O 8F16-1B/1T NOMINAL WIDTH U, U O sRF14-oB/1T TYPE DESIGNATION•,, m E O 8F16-0B/1T 1-1/2" CLEAR v��� N '�.:;� ca 0 8F20-1B/1T 6 t0 z OH _ #5 REBAR AT TOP MIN. (1) REQ'D o. O 8F20-0B/1T U _ja z ° C.M.U. `' =Co O 8RF22-1 B/1 T °,° g GROUT rc LO 0 $F24-1B/1T LO Z d #5 REBAR AT BOTTOM OF LINTEL c III 0 U O io CAVITY V 0 8RF22-0B/1T�I` BOTTOM REINFORCING PROVIDED O Q 7-5/8" ACTUAL IN LINTEL (VARIES) M O 8F24-0B/1T 8" NOMINAL WIDTH O" 8RF30-1B/1T FILLED P 8F32-1B/1T 1-1/2" CLEAR 0 8RF30-0B/1T Q O� z = #5 REBAR AT TOP MIN. (1) REQ'D z s 8F32 -0B/1T UQ C� 0000 a z C.M.U. W O 8F38 -1 B/1 T g Ln0 O 8F12-1B/1T z w U,A 0 8F40 -0B/1T I`�I` BOTTOM REINFORCING PROVIDED S J Z 7-5/8" ACTUAL IN LINTEL (VARIES) F- O 8F8 -0B/1T 8" NOMINAL WIDTH J O UNFILLED —� Z a SAFE LOAD TABLE NOTES Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J Z Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. I-- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FFOM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. Ffln 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q 000 tl z_jo Owe LUA OWp A�D�0REBAR SPLICE DETAIL SCALE: 3/4" = T-0" S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. • I O=z J U W Z LU aa= o STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: TNT QC CHECK: CC JOB No. TM - 2153219 SCALE: AS INDICATED DATE: 10/12/2016 A�D�0REBAR SPLICE DETAIL SCALE: 3/4" = T-0" S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. • I (1) #5 FROM FTG. TO 'TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL — SEE PLAN CONCRETE SLAB FOUNDATION PLA (1) #5 FROM FTG. TO TIE BEAM SPLICE TO, 3/4"=1'-0" e I I LL 111'% BE MIN. 25" GROUT (- HOLD BRG WALL BACK (2) #5 BARS CONT. 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(3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2 -STORY GOND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE A BARS REQ'D & FTG TO DENSITY BE 20" WIDE Uj NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING fiFO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARINGCIO VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" w \ a GRADE a ° e ° ° OA Id now — ° �.I 1—III_ I_I °o � 184IuI ' SII—;'�II�i��(��s����--���d I—III—III—III—I I—I' a W q — �- = _ IIL _ I- n ii I ' -,_._._I W U) '' 4 ;A W - > I =I I —_- I I=I I Ii I I- i (2) #5 CONT. w/ 3" O — 16" MIN. -- - COVER TYP. (2) #5 CONT. w/ _ 1'-4" (2) #5 BARS CONT. co COVER TYP. III- III—III—III— - (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY =0 FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" U) IF BRG. WALL ABOVE- 111'% 3/4"=1'-0" HOLD BRG WALL BACK _ (3) #5 CONT. W/ 3" MIN - 2x BRG WALL PER 2x BRG WALL PER #5 CONTINUOUS w daz ® FILLED CELL PER PLAN WOOD POST PER PLAN COVER ON CHAIRS I 1/2" J -BOLT W/ MIN. 6" DRIVEWAY BY SEE FOUNDATION FOR U)d, SO GYP FINISH IS c PLAN AND BEARING PLAN AND BEARING Q q ' . ° `p • •4 I � • `'' °° � I #4 BAR @ 48" O.C. W/ PAD SIZE 06 PAST DEEPEST STEP WALL 4„ FLUSH w/ FOUNDATION _ III=I WALL SCHEDULE CONNECTION WALL SCHEDULE Z ❑ MIN. 32" BEND INTO W w 2 1/4" < ° q REQ'D CONC. SLAB OR BELOW > w SLAB ° A '4 PAVERS PER PLAN U) ° 4' I' ' ©� '° O W TOP COURSE TO BE MIN 4" C) ° z GARAGE SUCH AS SP's, H's, ANDh_.w_ N J W CHAIR BLOCKS. CONC. SLAB PER I d (1) #5 CONT. w/ 1-1/2" CONCRETE SLAB SEE 1- ANCHOR BOLTS ARE P.T. BOTTOM PLATE d� _______� ENTIRE BASE TO BE NOT REQ'D ON WALLS PLAN FILL @ 95% STANDARD° I — FOUNDATION PLAN COVER TYP. NOT EXPOSED TO FILLED SOLID 1-1/2" COVER TYP. �, a '•. CONC. SLAB PER 2 1/4 I CLEAN COMPACTED 8" x 8 THICKENED g" 3" COVER TYP. CLEAN COMPACTED -� - CORNER - SHEARWALLS SEE ELEVATION EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD " LI SEE PLAN FOR STAIR DENSITY & TERMITE DENSITY FOUNDATION PLAN -. CONC. SLAB PER TREATED THICKENED EDGE @ GARAGE DOOR 4FikFOOTING @ ENTRY MASONRY COLUMN a INFO. IF CONCRETE CONC. SLAB PER FOUNDATION PLAN z GARAGE WALL CMU BASE w/ (1) #5 VERTICAL @ EACH RNER SEE CI CONCRETE SLAB PER — ^ = I=III= I '' ` I STAIRS ARE FORMED & POURED, PROVIDE (1) #5 EACH STEP MIN w FOUNDATION PLAN W L0 tt a FOUNDATION PLAN w z A Q I— 2x PT SILL PLATE 2x P.T. SILL PLATE OW� wm W� > LU W W OQO F_ OJZ W U! LT4- da a '..,, .. .. J a0 I .' b '.d a� � .a , • ..4.° ' . . , II. «.° ' .4 ,. _ ^,'° , , ^ z a.,-- ° 4,:. a ENG CFG / BED DRAFTING: q O -STRUCT: TNT I CC o JOB No. TM - 2153219 a. d 45� AS INDICATED o DATE: to d, a Q n e ° - - I—III—I o. a - I SD1 4 . ° d—I�I ° _ I IIII- I _ q—� I I - _II — —► F9 = 1I I — = I -811— 411 _ I _ -- _—I — I—I —ol I �,� -III III_ —III—III L.. II -I 1 I = I I— 111=I I I 1111=11 w ISI-I.I I —I 17 1611 w 811 811 ❑ 1111111 CLEAN COMPACTED > 11 CLEAN COMPACTED " CLEAN COMPACTED c FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3 8" 8° FILL 95% STANDARD FILL @ 95% STANDARD (2) #5 BARS CONT. wJ 3 10 DENSITY ih COVER TYP.; AT DENSITY COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ T 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2 -STORY GOND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE A BARS REQ'D & FTG TO DENSITY BE 20" WIDE Uj NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING fiFO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARINGCIO VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" w \ a GRADE a ° e ° ° OA Id now — ° �.I 1—III_ I_I °o � 184IuI ' SII—;'�II�i��(��s����--���d I—III—III—III—I I—I' a W q — �- = _ IIL _ I- n ii I ' -,_._._I W U) '' 4 ;A W - > I =I I —_- I I=I I Ii I I- i (2) #5 CONT. w/ 3" O — 16" MIN. -- - COVER TYP. (2) #5 CONT. w/ _ 1'-4" (2) #5 BARS CONT. co COVER TYP. III- III—III—III— - (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY =0 FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE TYPICAL STEP FOOTING DETAIL BEYOND4 3/4"=1'-0" U) 3/4"=1'-0" 111'% 3/4"=1'-0" _ (3) #5 CONT. W/ 3" MIN - a .. ° I` 1-1/2" COVER) #5 CONTINUOUS INTERIOR FINISH PER daz ® FILLED CELL PER PLAN WOOD POST PER PLAN COVER ON CHAIRS I ° °I - DRIVEWAY BY SEE FOUNDATION FOR U)d, ARCHS ON EA. SIDE OF c a � ¢ FOR SIZE AND BASE q ' . ° `p • •4 I � • `'' °° � I #4 BAR @ 48" O.C. W/ PAD SIZE 06 �'' ' I. , a„ WALL 4„ _ III=I d q CONNECTION Z d MIN. 32" BEND INTO W w 2 1/4" < ° q ------ CONC. SLAB OR > w SLAB ° A '4 PAVERS PER PLAN i ° 4' I' ' ©� '° O W TOP COURSE TO BE UPLIFT CONNECTORS C) ° z GARAGE SUCH AS SP's, H's, ANDh_.w_ N J - _ _— —I = .. CLEAN COMPACTED CHAIR BLOCKS. I d CONCRETE SLAB SEE 1- ANCHOR BOLTS ARE P.T. BOTTOM PLATE d� _______� ENTIRE BASE TO BE NOT REQ'D ON WALLS PLAN FILL @ 95% STANDARD° I — r� " I a d ,4 =I4 NOT EXPOSED TO FILLED SOLID -j I I— �, a '•. UPLIFT FORCES. CLEAN COMPACTED 8" x 8 THICKENED g" 3" COVER TYP. CLEAN COMPACTED -� TOP VIEW CORNER SHEARWALLS SEE ELEVATION EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD " LI SEE PLAN FOR STAIR DENSITY & TERMITE DENSITY — -- -- -. BOLTS PER PLAN. TREATED THICKENED EDGE @ GARAGE DOOR 4FikFOOTING @ ENTRY MASONRY COLUMN a INFO. IF CONCRETE CONC. SLAB PER FOUNDATION PLAN GARAGE WALL CMU BASE w/ (1) #5 VERTICAL @ EACH RNER SEE CI — ^ = I=III= I '' ` I STAIRS ARE FORMED & POURED, PROVIDE (1) #5 EACH STEP MIN BEYOND4 CO PLAN FOR BASE SIZE U) ° ° _ (3) #5 CONT. W/ 3" MIN - a .. ° I` 1-1/2" COVER) daz O COVER ON CHAIRS I ° °I - DRIVEWAY BY SEE FOUNDATION FOR U)d, a c a � ¢ I �—III= — q ' . ° `p • •4 I � • `'' °° � I 11 BUILDER- CONCRETE 4, PAD SIZE 06 �'' ' I. , a„ ° j w � _ III=I d q M.. OR PAVERS Z d q� 4 d' W w O < ° q -� = CONC. SLAB OR > w ° A '4 PAVERS PER PLAN i ° 4' I' ' ©� '° O W UPLIFT CONNECTORS C) ° z SUCH AS SP's, H's, ANDh_.w_ N J - _ _— —I = .. CLEAN COMPACTED W I d O w N Q U 1- ANCHOR BOLTS ARE d� _ 4 NOT REQ'D ON WALLS 2'-0" FILL @ 95% STANDARD° I — r� " I a d ,4 =I4 NOT EXPOSED TO 'I I Iil I -I I I I DENSITY -j I I— �, a '•. UPLIFT FORCES. CLEAN COMPACTED 8" x 8 THICKENED g" 3" COVER TYP. CLEAN COMPACTED -� a. ...� SHEARWALLS FILL 95% STANDARD @ EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD " LI REQUIRE ANCHOR DENSITY & TERMITE DENSITY — -- -- -. BOLTS PER PLAN. TREATED THICKENED EDGE @ GARAGE DOOR 4FikFOOTING @ ENTRY MASONRY COLUMN a fi!72 DEEP MONO INTERIOR STEP DOWN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 111111111/ LLI M 1 _ 1 11_ 1 11 `'.. 3/4"=V-0"3/4'-1'-0' 3/4 -1 -0 o�� 4/I�s!\J d 00 40 Ld i •°�® •®•• LJ �� 4=J Z VERIFY W/ DETAILS FOR REQ'D : Q' ;ly _ STEEL AT 2 STORY LOCATIONS w : Z : J = CD U • J W _ W * R :� UjLO Q ° MASONRY WALL — �� z v. d Q rY SEE PLAN e O d° CONC. SLAB PER I (1) #5 FROM FTG. TO * Q`Q� * m a I q SLOPE FOUNDATION PLAN TIE BEAM MIN. 25 c '®111111111 #5 CONT. PER MFG SPLICE GROUT CELL REINFORCEMENT SEE SOLID PER PLANS Id FOUNDATION PLAN r � a r' I. FOR QUANTITY I . `/ p a.. THRESHOLD PER MFG . ' o °° • r A' °' d �O! #5 x 25" x 25' 1 CORNER a- d'a ° ., a r . ° O lb m °. BAR, ONE FOR EA. cn —_ ° ° o a Hyl 4 .d °. I°I HORIZONTAL � c� d. • ,d . a I CONC. SLAB PER W 0 °I REBAR, TYP. U.N.O. -- _ • 4 d ° FOUNDATION PLAN _I I`—VI z =1 I II I— II I—II-III pq o 4. a ° M (2) #5 BARS CONT. I =III=1 I I=1 I __— III— I M - °de - a TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" NOT USED TOP (2) #5 x 4'-0" X/_ CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE ..o 4 —_ I CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE --"-- FINISH FLOOR ELEV. PENETRATION FOUNDATION PLAN 8 C.M.U. FINISH PER 4 PENETRATING FINISH FLOOR Co II I ° III=III- a PENETRATING PIPE GRADE PIPE II—II - I SEE FDN. a d ..° 4 ° —I PLAN FOR �- - 4a.. LOOP TIE (TYP.) o _ = d° •° " d' — ''-- SIZE &REINF. --ill = M _ �; PIPE PERPENDICULAR TO FND "'° i— _ — — — I (=I I= I - TOP (2) #5 x 4'-0" PVC SLEEVE MIN. — = FOOTING PER PLAN z _—_ I —I =I I=III= I I CENTERED AT PIPE i— in - PVC OR SCH40 SLEEVE DIAMETER TO BE 2 -) I= I 1=1 I (- I PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I-I_I- I—III I -I THAN THE FILL @ 95% STANDARD SEE FDN PLAN I—III I I °' d d PENETRATING PIPE (SIDE VIEW) DENSITY I—I I= FOR SIZE I I�I _ ° d —Ill- - & REINF. PVC SLEEVEI= I f - -�• _ r. � d (FRONT VIEW) PIPE VERTICAL THRU FDN It TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-01, PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the express �— SLOPE W/ 3" COVER TYP.; @ V-4" Z 2 -STORY CONDITION O Ihh 4 4= PER MFG^. _ SLOPE EXT. SURFACE WIDE FOOTING ARS w/ 011 r qi',I, �StiG V OR GRADE 1/4" PER CLEAN COMPACTED Z FOOT AWAY FROM FILL @ 95% STANDARD o O� _ Q• BUILDING DENSITY ELASTOMERIC JOINT FILLER r� 3/4"=1'-0" NOT USED ,ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" U) Z C U)d, c W W ❑ J E - v O'7ti 06 w z f OLUM r o ;3; r Q OzL pip m Z Z U�=A�� 0 Wz�N O -� = (J)Xza0 8 ¢OOUVY z�U�z E i Z C) g0 2(L I N J W O w N Q U 1- z L. 0 O LL _ ...� � a o LU J W L0 tt 00 A W I— OW� LU OQO F_ OJZ W J a0 STRUCTURAL ENG CFG / BED DRAFTING: -STRUCT: TNT QC CHECK: CC JOB No. TM - 2153219 SCALE: AS INDICATED DATE: 10/12/2016 SD1 PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PFR ?x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD; O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HD@32"O.C. FROM EA. ENE ON BASE PLAT TOP KNOCK 0 COURSE W/ (1 CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN F01 • ;�.: _�, , .. :.. FRAMING INF( PROVIDE STANDARD 2x4 #2 SYP BLOCKING CENTERED STRUCTURAL z o. 44— d — '• co HOOK SHEATHING ON BOTH SCHEDULE. Of IF NO WEB IS PRESENT REQUIRED WH V.d: w GARAGE WALL SCHEDULE. MII BEYOND FROM END OF 14 ... .. ° 4 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE cz WALL SCHEDI 11 A N/ 6d NAILS @ 16" 0 C 5-1/2" EMBED. AT EA. (1) 2X OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. " PROVIDE 1-1/2" x 3/16" WALL SCHEDI (1) #5 IN TIE BEAM w OW H M pE ANCHOR. (1st BOLT TO z Q BE 8" MAX. ABV. CURB, ; . :I. \� /®//'®/��'t� `\ 0�-0(D700:� (1) #5 BAR IN PRECAST FRAME OUT TO BLOCK NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN d •� ' ... CHORD WITH (3) 10d TOP AND BOTTOM MI LINTEL / PRECAST CONC, OR NAILS (2) BAYS PAST A/C — PRE-ENG.TRUSS PER �, (2) #5's VERTICAL IN LOCATION. MIN (3) BP w Z o E \ v 2x4 BLOCKING LAP W/ (2) 16d NAILS � GROUT FILLED CELL (2) 2x #2 SYP SEE PLAN BETWEEN TRUSSES TO EACH TRUSS. TYF NAILS TO BOTTOM + + + TOENAILED TO EACH SIDE FOR BEAM SIZE (ONLY rn DOUBLE TOP PLATE w/ °�� J 2x PLATES OVER ROOF DECK PER VALLEY Z IF OPENING PROVIDED — SEE FRAMING PLAN • •, /IF STANDARD TRUSS - �� Z TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE DOUBLE TOP PLATE % FRAMED WALL PER O •�' ' J'� :_ ENTIRE COLUMN TO INFO I— MIN. 2x4 SPF #2 KNEE + .` SEE ELEVATION BE GROUT FILLED w w `J PLAN FOR MORE INFO C H WALL w/ STUDS @ 16" 16d COMMONS END U.N.O. U) hl E c 2x4 BLOCKING W/ (T) NAILED TO VERTICAL—� + d E COMMON TRUSS PER PLAN OR C ONV. FRAMING w/ STRUCTURAL SHEATHING PER PLAN AND ROOF / E (1) #5 VERTICAL IN F o SHEATHING FROM GROUT FILLED CELL (IF c FINISH PER ARCHSFIN ,., CFG / BED C p DETAILS FOR FTG INFO REQ'D PER PLAN) f — MASONRY WALL PER + + STRUCT TNT i d CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 0 CC TRUSS PER PLAN �< K> BOTTOM OF WALL.m ATTACHED PER TM - 2153219 O�(n' SCALE: n n rr. c AS INDICATED NOTE: SEE MD08 ON i �„ �� Av'.e•. - ��' NAILING SCHEDULE LINTEL PLAN FOR d ����Sti U 4 v II' OTHERWISE SP2 CLIPS ADDIT'L REBAR INFO Z VIP". DO VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PFR ?x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD; O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HD@32"O.C. FROM EA. ENE ON BASE PLAT TOP KNOCK 0 COURSE W/ (1 CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN F01 BUCK FRAMING INF( 3/8" DIA. ANCHOR 2x4 #2 SYP BLOCKING CENTERED STRUCTURAL z THREADED RO STRUCTURAL PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. Of IF NO WEB IS PRESENT REQUIRED WH OSB OSB W/ (T) INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE cz WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" 0 C 5-1/2" EMBED. AT EA. (1) 2X OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. w OW H M pE ANCHOR. (1st BOLT TO z Q BE 8" MAX. ABV. CURB, SHEARWALL REST EQ.SPACED " \� /®//'®/��'t� `\ -24 O.C.) PT BASE PLA. 1/2"=1 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 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 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 11" EMBED. FOR HOLLOW BLOCK OR 3 Z" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL I�— (2) 2x TOP PLATE (2) 2x PLATE -- x4 SPF CONT. MIN. 2x4 SPF #2 KNEE —~ WALL WITH STUDS @ 16" O.C. W/ CHORD WITH (4) 10d (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 2x4 #2 SYP BLOCKING ILO ATTACH TO ILOC STRUCTURAL z FOR BEAM SIZE STRUCTURAL O SHEATHING ON BOTH rL IF NO WEB IS PRESENT SHEATHING ON BOTH OSB OSB W/ (T) SIDES FROM TOP OF THIS CASE. oo SIDES FROM TOP OF JAILS WALL TO BOTTOM OF J I BUILDER FRAME WALL TO BOTTOM OF /16" OSB EACH SIDE, BEAM. ATTACHED PER cz RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" 0 C NAILING SCHEDULE (1) 2X OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 2x4'X' BRACE ACROSS NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED ARKNEEWALL 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 CHORE z SCAB IN EACH TRUSS ATTACHMENTS O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, rL IF NO WEB IS PRESENT SUPPLIED BY A/C \� °•• THIS CASE. oo COMPANY 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x Q'®� U_ b.w by J (3) 10d NAILS TYPICAL SHEATHING W O.C. @ EACH SUCCESSIVE BUCK cz AT EACH TRUSS 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME O (1) 2X OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 2x4'X' BRACE ACROSS CONNECTION PER TBD BY BUILDER (FASTENING) ARE MET :� � ' `,j W LENGTH OF STD. CONNECTOR w OW H M pE ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S z Q 0 SHEARWALL Uil \� /®//'®/��'t� `\ 0�-0(D700:� NAILING SCHED. FRAME OUT TO BLOCK NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN m O EDGE CHORD WITH (3) 10d TOP AND BOTTOM MI BELOW AND CONNECT w/ HTS20 32" O.C. @ / PRECAST CONC, OR NAILS (2) BAYS PAST A/C — PRE-ENG.TRUSS PER �, 2x4 VERTICAL 24" LOCATION. MIN (3) BP (2) 2x TOP PLATE Z o E \ v 2x4 BLOCKING LAP W/ (2) 16d NAILS � O (2) 2x #2 SYP SEE PLAN BETWEEN TRUSSES TO EACH TRUSS. TYF NAILS TO BOTTOM + + + TOENAILED TO EACH SIDE FOR BEAM SIZE (ONLY rn DOUBLE TOP PLATE w/ o J 2x PLATES OVER ROOF DECK PER VALLEY 10d NAILS @ 4" O.C. IF OPENING PROVIDED — SEE FRAMING PLAN • •, /IF STANDARD TRUSS - �� Z TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE DOUBLE TOP PLATE % FRAMED WALL PER O PLAN Cl) KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS I 601 A/C IN TRUSSES PRE -CAST LINTEL PER W PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 TO MASONRY NOTES: o W W 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK T0, MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM A 2x STUDS @ 16" O.C. FOR KNEE WALL a z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK J O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, rL STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN \� °•• THIS CASE. oo STRUCTURAL 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x Q'®� U_ b.w by J BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" SHEATHING W O.C. @ EACH SUCCESSIVE BUCK cz W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME O (1) 2X OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS o CONNECTION PER TBD BY BUILDER (FASTENING) ARE MET :� � ' `,j W 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) STD. CONNECTOR w OW H M pE ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S z Q 0 SPECS Uil \� /®//'®/��'t� `\ SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 2x PT BOTTOM PLATE PRECAST LINTEL OR - KNOCK OUT COURSE MASONRY WALL BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END 1 KNEEWALL OVER MASONRY WALL 3/4"=1'-0" o W W A 2x STUDS @ 16" O.C. FOR KNEE WALL a 9 h i F J I �`n. i F z rL B O \� °•• LLI oo STRUCTURAL 1 Q'®� U_ b.w by J o Z SHEATHING W ow wO �� ~ = o TYP. TRUSS TO FRAME t V a o: 0. D U CONNECTION PER �Q :� � ' `,j W Q STD. CONNECTOR w OW H M pE -,ec�,••••®•� •®® .�� \Q 8 z Q 0 NOTES TO TOP CHORDS OF TRUSSES BELOW WHEN \� /®//'®/��'t� `\ 0�-0(D700:� NAILING SCHED. FRAME OUT TO BLOCK W BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS m O EDGE / BELOW AND CONNECT w/ HTS20 32" O.C. @ / PRECAST CONC, OR —� WWzX08 ¢OOw:a — PRE-ENG.TRUSS PER �, 2x4 VERTICAL 24" W/ GALVANIZED (2) 2x TOP PLATE Z o E \ v � O.C. MAX. w/ (4) 10d � O (2) 2x #2 SYP SEE PLAN Q¢ w PLAN, 3:¢ — ROOFING MATERIAL NAILS TO BOTTOM + + + FOR BEAM SIZE (ONLY rn o J 2x PLATES OVER ROOF DECK PER VALLEY K IF OPENING PROVIDED — SEE FRAMING PLAN • •, /IF Mpl�6 �� Z O FOR CONNECTION PER PLAN) DOUBLE TOP PLATE % [� O 0 Cl) INFO I— MIN. 2x4 SPF #2 KNEE + SEE FOUNDATION SEE ELEVATION 04 �o `J PLAN FOR MORE INFO C H WALL w/ STUDS @ 16" 16d COMMONS END h j hl 2x4 BLOCKING W/ (T) NAILED TO VERTICAL—� + O.C. w/ STRUCTURAL E COMMON TRUSS PER PLAN OR C ONV. FRAMING w/ STRUCTURAL SHEATHING PER PLAN AND ROOF / E 16d COMMONS END NAILED TO VERTICAL 2x4's o SHEATHING FROM SEE FOUNDATION U FINISH PER ARCHSFIN ,., CFG / BED C p DETAILS FOR FTG INFO TOP OF WALL TO — MASONRY WALL PER + + STRUCT TNT G /� CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 0 CC TRUSS PER PLAN �< K> BOTTOM OF WALL.m ATTACHED PER TM - 2153219 O�(n' SCALE: n n rr. CO.) AS INDICATED H i �„ �� �•' NAILING SCHEDULE (� d ����Sti U OTHERWISE SP2 CLIPS c Z .. AT TOP AND SP1 CLIPS a: AT BASE ARE REQ'D o O� 0 2 Q m 1 KNEEWALL OVER MASONRY WALL 3/4"=1'-0" TOP OF MASONRY o W W A 2x STUDS @ 16" O.C. FOR KNEE WALL a 9 h i F J I �`n. i F z Is B O \� 11 2'-0" ABOVE A POINT 1 ci V GALVANIZED FLASHING W -1 FOR O.H. o NEAREST ROOF TYP. SINGLE TIE -BEAM y o � J O �Q EXT. SHEATHING WZ /'. 06 w OW H M pE '. O 0 TO TOP CHORDS OF TRUSSES BELOW WHEN z 0�-0(D700:� NAILING SCHED. W BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS i— Uwz„a / BELOW AND CONNECT w/ HTS20 32" O.C. @ / PRECAST CONC, OR —� WWzX08 ¢OOw:a — PRE-ENG.TRUSS PER �, 2x4 VERTICAL 24" W/ GALVANIZED Z Z o E 24" O.C. MAX � O.C. MAX. w/ (4) 10d � O O Q¢ w PLAN, 3:¢ — ROOFING MATERIAL NAILS TO BOTTOM + + + a � ou- a N J PER ARCHS J 2x PLATES OVER ROOF DECK PER VALLEY K w C,¢ U — SEE FRAMING PLAN -8.0J •, /IF Uj �� Z O FOR CONNECTION B DOUBLE TOP PLATE % B BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUDS 0 CONC. SLAB - INFO I— � 11 + SEE FOUNDATION SEE ELEVATION `, t C 1- `J PLAN FOR MORE INFO C H RAFTER' TOP OF MASONRY o W W A 2x STUDS @ 16" O.C. FOR KNEE WALL a SEE ARCH PLANS FORW h i F LSTA18 @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT I �`n. i F OVERHANG INFO Is B O \� 11 2'-0" ABOVE A POINT 1 00 RE. ELEV. GALVANIZED FLASHING FOR O.H. NEAREST ROOF TYP. SINGLE TIE -BEAM y ~ W/ (1) #5 CONT. EXT. SHEATHING Q /'. GROUT SOLID '. O F01 DORMER FRAMING DETAIL A 2x STUDS @ 16" O.C. FOR KNEE WALL a FLUE PER MANU. CHIMNEY CAPSPECS PRE -MANUFACTURED W/ 2" M NF h i F LSTA18 @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT I �`n. i F TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE &FRAME B O ROOF SHEATHING FOR STRAP 11 2'-0" ABOVE A POINT 1 00 WITHIN 10'-0" OF THE GALVANIZED FLASHING CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF y ~ FLOOR PLAN EXT. SHEATHING /'. PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH ENDp (1) SPH4 EVERY ATTACHED PER 0 TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. W BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE / BELOW AND CONNECT w/ HTS20 32" O.C. @ / PRECAST CONC, OR 2x4 FRAMED CRICKET �, 2x4 VERTICAL 24" W/ GALVANIZED d Z PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 1 O.C. MAX. w/ (4) 10d FLASHING O 0 NAILS TO BOTTOM + + + A CHORD & (3) 10d NAILS J 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE 0 •, /IF FRAMING DETAIL �� WALL HEIGHT IS — (4) 16d COMMONS ~ B DOUBLE TOP PLATE % B BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUDS + + NAILED @ EACH END CONC. SLAB - + SEE FOUNDATION SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR `, t C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO C H RAFTER' 16d COMMONS END hl 2x4 BLOCKING W/ (T) NAILED TO VERTICAL—� + I I - E COMMON TRUSS PER PLAN OR C ONV. FRAMING w/ STRUCTURAL SHEATHING PER PLAN AND ROOF / E 16d COMMONS END NAILED TO VERTICAL 2x4's !R SEE FOUNDATION FINISH PER ARCHSFIN ,., CFG / BED 2x4's + + DETAILS FOR FTG INFO G — MASONRY WALL PER + + STRUCT TNT G /� CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 QC CHECK CC TRUSS PER PLAN K> RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER TM - 2153219 SCALE: n n rr. F01 DORMER FRAMING DETAIL ■, .. �. Zvi cicv v ■ NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL fiso TYPICAL ONE STORY CMU WALL SECTION -. 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" SD2 J cn W W) 11 W 1 00 > � WINDOW PER W ~ FLOOR PLAN 0 A W ., V W PRECAST CONC, OR POWERS STEEL SILL Z 0 1 TYP. @ ALL WINDOWS O 0 a m — EXT FINISH PER PLAN 0 _.! Z ~ W >'00 W MAIN FLOOR p O ELEV 0'-0" — VERT REINF. BEYOND !R STRUCTURAL ENG: CFG / BED DRAFTING: — MASONRY WALL PER STRUCT TNT PLAN QC CHECK CC JOB No. TM - 2153219 SCALE: n n rr. AS INDICATED ■, .. �. Zvi cicv v ■ NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL fiso TYPICAL ONE STORY CMU WALL SECTION -. 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" SD2 SIMPSON I. DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE EXT. SHEATHING; TO BLOCKING ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING 2'-0" MAX. PLAN SPAN 2'-0") w/ (2) 16d i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" W O 0 WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS C SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOW (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS � CONT 2 4 PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR 4'-8" < H:!:- 7'-0" (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE TRUSS PER PLAN BRACE TO PLATE TRUSS BOT. CHORD DROP END GABLE w/ 3 1/4" HOLD 1/2" J -BOLTS w/ INTO BLOCKING, (4) 8d END NAILS @ EA. PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" r r X NAILS INTO TOP PLATE CLG. NAILING SURFACE 01 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ @ 48" O.C. TO 3RD EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w (5) 16d NAILS BRACE MAX. ATTACHMENT w/ (3) 10d _ @ EACH END z TOENAILS EA. END J PROVIDE 16d NAILS = TRUSSES O.C. TO RUN BACK TO GABLE END TRUSS TO ¢ c i 2x TOP PLATE TO 2x4 LED D GER W/ (2) 10d PLT.@12" O.C. MAX. °. v " GABLE END W/ 16d �I NAILS EACH WEB 01 m O NAILS @ 6" O.C. STRONGBACK, SEE ° 1ST COMMON TRUSS FRAMING FOR FALSE L (1) KING STUD w/ SIMPS. CMU WALL OR LINTEL a = BEAM, IF REQ'D w/ (3) A _ BELOW ' . HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS GABLE END CHART BRACE WITH (3) 12d TOENAILS. W TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ TO MASONRY. AT #5 CONT. SINGLE BASE & TOP SHEATHING PER PLAN PROVIDE 2x4 BRACE-- PLATE w/ PLYWOOD FALSE BM PER PLAN GABLE BRACING (+) SHEATHING FASTEN � CONNECT TO DROP SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION INTO BLOCKING, (2) 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING 2'-0" MAX. PLAN SPAN 2'-0") w/ (2) 16d i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" W O 0 WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS C SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOW (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS � CONT 2 4 PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:!:- 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-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. PROVIDE 2x BLOCKING �"'�--- 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO O.C. MAX. 45° FROM DIAGONAL —GABLE VERTICAL PER PLAN 2ND 2x4 BRACE IF X I--- " ` REQ'D, SEE CHART TRUSS PER PLAN A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) I (2)16d NAILS PLT. TO NAILS, TOENAILED 12 45° V rHING PER PLAN PER CHART PROVIDE 2x BLOCKING WHERE O.H. IS > V-0", EACH END.AT 24” O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. O.C. MAX. 45° FROM FOR NAILING PER PLAN TO STUD) HORIZONTAL (+/- 100) TRUSS PER PLAN 2x4 DIAGONAL BRACE 2x FASCIA w (2) 16d DROP END GABLE w/ BRACE NOT REQUIRED INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4'S @ 24" O.C. 2x4 #2 SYP P.T. r X NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. @ 48" O.C. TO 3RD OUTLOOKERS @ 24" z W/(2)12d END NAILS (5) 16d NAILS BRACE U. O HOLD WALL 3-1/2" @ EACH END DOWN FOR BAY REQ'D w/ TRUSSES O.C. TO RUN BACK TO 0 TRUSS PER PLAN 2x4 LED D GER W/ (2) 10d TO BLOCKING HEADER PER PLAN IF O NAILS EACH WEB @ 48" O.C. FOR FIRST 3 REQ'D. MIN (1) JACK & STRONGBACK, SEE ° 1ST COMMON TRUSS — EXTERIOR SHEATHING. Z (1) KING STUD w/ SIMPS. WALL PER PLAN TRUSS PER PLAN w On A _ LSTA18 HEADER TO V GABLE END CHART - WITH (3) 12d TOENAILS. W Uj TO BOTTOM CONNECTION TO MASONRY. AT TRUSS 2x8 #2 SPF STUDS AT SHEATHING PER PLAN PROVIDE 2x4 BRACE-- GABLE BRACING (+) SHEATHING FASTEN � CONNECT TO DROP a e DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. LOCATIONS USE INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER GABLE END TO EA. ADJ. DIAG. SEE CHART �� GABLE WITH H2.5 CLIP. V J ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN SHEATHING FASTEN FASTEN TO DIAG.w/(2) MAX 2'-0" O.H. FRAME AND CMU SEE WALL SPLICE DETAIL STD SPLICE AS REQ'D L IX CONDITION @ CMU .., Ly O STRONGBACK IF REQ'D CONT. 2x4 x PER CHART PROVIDE 2x BLOCKING EACH END.AT 24” O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. O.C. MAX. 45° FROM FOR NAILING PER PLAN TO STUD) HORIZONTAL (+/- 100) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d p BRACE NOT REQUIRED INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4'S @ 24" O.C. 2x4 #2 SYP P.T. r X NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) SEE PLAN FOR® W/(2)12d END NAILS (5) 16d NAILS BRACE U. O HOLD WALL 3-1/2" @ EACH END DOWN FOR PROVIDE BLOCKING TRUSSES DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LED D GER W/ (2) 10d TO BLOCKING HEADER PER PLAN IF O NAILS EACH WEB @ 48" O.C. FOR FIRST 3 REQ'D. MIN (1) JACK & rn P ° — EXTERIOR SHEATHING. Z (1) KING STUD w/ SIMPS. WALL PER PLAN TRUSS PER PLAN w On A _ LSTA18 HEADER TO V GABLE END STUDS TYP. BASE - - W Uj TO BOTTOM CONNECTION TO MASONRY. AT TRUSS 2x8 #2 SPF STUDS AT SHEATHING PER PLAN PROVIDE 2x4 BRACE-- 16" O.C. SHEATHING FASTEN � !M a e DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. LOCATIONS USE INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER GABLE END TO EA. ADJ. DIAG. LINTEL SEE PLAN �� MSTAM-24 TYP. EA. PER PLAN J ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN SHEATHING FASTEN FASTEN TO DIAG.w/(2) 6" FROM EACH END FRAME AND CMU SEE WALL SPLICE DETAIL STD SPLICE AS REQ'D L IX CONDITION @ CMU PER PLAN. 16d NAILS. STUD TOP & BOTTOM PROVIDE 2x BLOCKING EACH END.AT 24” O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. O.C. MAX. 45° FROM FOR NAILING PER PLAN TO STUD) HORIZONTAL (+/- 100) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d p BRACE NOT REQUIRED INTO BLOCKING, (4) 8d END NAILS @ EA. d,`•°° �J �� Q ®,* 2x4 #2 SYP P.T. r X NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) SEE PLAN FOR® W/(2)12d END NAILS BRACE TO LEDGER U. O HOLD WALL 3-1/2" @ EACH END DOWN FOR PROVIDE BLOCKING TRUSSES DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LED D GER W/ (2) 10d HEADER PER PLAN IF O NAILS EACH WEB @ 48" O.C. FOR FIRST 3 REQ'D. MIN (1) JACK & rn P ° — EXTERIOR SHEATHING. Z (1) KING STUD w/ SIMPS. WALL PER PLAN TRUSS PER PLAN w On °S ATTACH PER PLAN LSTA18 HEADER TO V IL FROM TOP OF WALL STUDS TYP. BASE MAIN SPAN ROOF W Uj TO BOTTOM CONNECTION TO MASONRY. AT TRUSS 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. 1/2" x 8" J -BOLT @ 32" !M a e DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. LOCATIONS USE INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN .p" IN CMU. OR SIMPSON" ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. I TRUSS PER PLAN fiPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP %TE TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS ft IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN" �4 BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL �--- SIMPSON H10A DIAG. TO BLOCKING -m l�11®1111111/f/��' C Uj ��„v °°°°°°°•®°°®®� ��i ° Cl.� W 00 Ci O GABLE BRACING @ 48" PROVIDE 2x BLOCKING ; Q ` CM Q U (D Q OPLL°' c Z O��O ~ 0-wZ"� J coRzaIs 8 O.C. MAX. 45° FROM FOR NAILING d O Z J HORIZONTAL (+/- 100) w o . ¢ a ATTACH PER NAILING ; w :' z p BRACE NOT REQUIRED c>�. d,`•°° �J �� Q ®,* r 6' FROM EAVES.TRUSS PER PLAN °•P �m OJ SEE PLAN FOR® Z ®e 111111111'® U. O COMMON TRUSS SUPPORT AND TIE DOWN OF JACK O PROVIDE BLOCKING TRUSSES l W BETWEEN TRUSS BAYS O @ 48" O.C. FOR FIRST 3 SEE GABLE rn P ° W BAYS WALL PER PLAN w On CONNECTION DETAIL(FRAME WALL SHOWN; n O 160�r co FOR REQ'D r� ^ �, f Cdr N MAY ALSO BE U "SIH 3J o CONNECTIONS MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'k'k* M pa U Z O I�ill p'I„Css1 • yY 4 O�� 0 z Q o0 I GABLE END @ FLAT CEILING w/ BOSTON HIP MIMIM 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. 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE Z SEE GE01/SD3 FOR 8d NAILS @ 4" O.C.�„1 b � 0 OUTLOOKER OR CONV. FRAME OR Q W r o v SHEATHING VALLEY TRUSSES PER o 0 (60)71,, - CANTILEVER PLAN 06 W o L2M ti E GABLE TRUSS �-1 pma C� W 0 (D Q OPLL°' c Z O��O ~ 0-wZ"� J coRzaIs 8 Q = ° 0) `. 2 ¢Qv~,Zz E EXT. SHEATHING; _ w o . ¢ a ATTACH PER NAILING GABLE TRUSS _I Q Z Z�u Q = ° 0) `. 2 ¢Qv~,Zz E EXT. SHEATHING; w o . ¢ a ATTACH PER NAILING SCHED. r W w N (2) 16d NAILS TO EA. J Z U. O COMMON TRUSS O W W SIMPSON META16 @ V 32" O.C. GABLE TRUSS MAIN SPAN ROOF W TO MASONRY. AT TRUSS WOOD WALL !M U) LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS 12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY a GABLE END AT VALLEY FRAMING � c W FIELD FRAMED VALLEY DETAILFO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"=11-0" 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" J W 11 00 Wr H 0V) ra Cj) LU L) Y O a 0 1 a 0z w 13 >" O -- a0= No �-MMF_ a. STRUCTURAL ENG: CFG / BED DRAFTING: -- - - STRUCT: TNT QC CHECK -- CC - JOB No. TM - 2153219 SCALE: AS INDICATED DATE: 10/12/2016 SD3 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. n. DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST 48"M� 2x8 STUDS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3" COMMON p102 1/2" z z o w W 1 1/2" w cli lo 10 (V N lo N N 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U NAIL BOTTOM PLATE Z I I a I I 2 1/2" EDGE ATTACH 2x STUDS TO CONDITIONS w U U) V PLATE W/ (4) 16d TO CORNER STUD a oo I— TOP NAILS ((2) ON EA. SIDE) 2x8 STUDS PER PACK w/ (4) 10d NAILS 00TYP. AT ALL EXTERIOR FRAMING PLAN 10d x 3" COMMON CONDITIONS OPP. SIDE TOP SPLICE BOTTOM SPLICE OVER STUD DOUBTOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's PLATE 2x8 TOP TOP PLATE TRANSITION (2) 2x COLUMN PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL 3/4"=1'-0" 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN BEYOND INSTALLED VERTICALLY. NAIL SHEATHING AT FRAME WALL BOTTOM PLATE LL z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING 7— — — — — — — — — — — — v Q _ (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING ----- —1--T II— Wz JF- oI OV SC p� SC, g _ - un Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON <'� FRS qeT ROOF SHEATHING, qeT II I I II II II o w NAILS @ 3" O.C. 1/2„ A FN°'SAT ° FASTEN PER PLAN �FN� AT ° II I I _ II _ II _ II a M Z = 30 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1�2 TyO��S9 TyO��SS —(1— — — W c� COMMON NAILS @ 3" O.C. — o — o III III I I I I I WALL SHEATHING O = l'a NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL III III II II I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" DETAIL. MAX 1/8" III OPENING III II II I I SPACE BETWEEN w W O 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. DOUBLE NAIL EDGE SPACING 2@xSCOACw/ 1od NAILS PROVIDE (4)10d x3 III III �01 PANELS COMMON NAILS @ 3" O.C. 3 I I I I J U7 © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT PER -ENG TRUSSES J HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III TYP. III II II II U_ p TOP & BOTTOM STUD PER PLAN @ 4" O.C. III AROUND III II II II 2x STUDS BEYOND, J SHEATHING SPLICE, OPENING SEE PLAN FOR MORE "- O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES z Q U a EDGE DISTANCE PER ¢oj,.AIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT III III II II II 0 a U_ INFO F- z i O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA III -r I— — -T�'-- III I I I I I (2) 8d TOENAILS w= 2 III TO LEDGER II I II II II 2x4 PT LEDGER W/ U¢ o NAILING PER I I I II I 2x FRAME WALL PER NAILS @ 16" O.C. SCHEDULE of III DOUBLE TOP PLATE II I II II II 7SEELEV. FOR Q= 0 FLATWISE (2) 16d I I I II I I_JL_—IL ILL_L__L__IL O.H. SIZE J�'OH o U)m CONDITION — --------- F1 TYPICAL SCAB OVERHANG O U_O PRE-ENGINEERED --- OO O.C. NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE - v DESIGNED FOR — — — — FLOOR SYSTEM PLAN REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS U_ 3/4"=1'-0" CUT TO FIT 2x BOTTOM PLATE @ EACH STUD 12d NAILS @ EACH END SEE FOUNDATION oo OPENING SIZE 1 BEYOND SEE PLAN ALONG W/ WEBBING) INFO SIDE VIEW @ BASE OF POST SHEATHING DIAGRAM CDO CORNER COLUMN FRAMING F1 EXTERIOR SHEATHING SCHEDULE 2x8 w/ (2) 10d NAILS @ L 1 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER (4) 10d NAILS FOR 2x4 PT LEDGER W/ P LAN 2x4 LEDGER W/ (2) 16d NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. SCHEDULE O.C. PLAN DOUBLE TOP PLATE 2x4 BLOCKING PLACED 7SEELEV. FOR MORE INFO & SEE ELEV. FOR FLATWISE (2) 16d . SIZE NAILING SCHEDULE & O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL COMMUNITY SPECS F1 TYPICAL SCAB OVERHANG SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE PRE-ENGINEERED NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF PT POST PER PLAN O.C. NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE ++ DESIGNED FOR SHINGLE ONLY PLAN REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 0 3/4"=1'-0" 10/12/2016 ' 0• OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4%" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'/2' SIMPS. SD: SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A' 12 12" O.C. SEE PLAN SIMPSON H3 CLIP SEE ROOF SHEATHING, CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN SHEATHING PER PLAN. 2x4 #2 SPF W00 (4) 10d NAILS FOR SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN P LAN NAIL PER PLAN (2) 2x BUILT-UP COL.. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. Z OW_j SHEATHING PER O.C. MAX.; DOUBLE TOP PLATE NAILING SCHEDULE & MORE INFO & MORE INFO & w/ (2) 16d END NAILS w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. NAILING SCHEDULE & SDS SCREWS @ 16"' STRUCTURAL CONNECTION CONNECTION EACH END COMMUNITY SPECS POST TO BEAM SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE PRE-ENGINEERED x 2 3/4" TAPCONS @12" PT POST PER PLAN O.C. O.C. MAX. ++ DESIGNED FOR SHINGLE ONLY PLAN . x 0 5/8" THREADED ROD w/ 10/12/2016 ' 0• @ EACH STUD 12d NAILS @ EACH END SEE FOUNDATION 2x12 BOX HDR w/ 2x8's ALONG W/ WEBBING) INFO SIDE VIEW @ BASE OF POST CDO CORNER COLUMN FRAMING 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL ATTACHMENT BY PRE-ENGINEERED SIMPSON LSTA30 WP BUILDER 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT A SHEATHING PER BLOCKING @ 24" O.C. > FRAMING PLAN FOR c CORNER CONDITIONS WALL TO PRECAST I NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF ++ (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION C 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ XX x x STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL d BRG WALL, SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL PLAN FOR STUD SIZE & t TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS LINTELS ed ,. UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. °a w/ (2) 1/4" x 3 1/2" . ,. w/ (2) 1/4" x 3 1/2" 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE - PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & 2x TRUSS PER PLAN ROWS OF 10d NAILS STAGGERED @ 8" O.C. 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD SPACING. MIN (2) UNDER GIRDER TRUSS SEE PLAN FOR 11ATTACHMENT 41 11 11 BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER F1 SECTION @DOUBLE BEARING F1 STEP 1@ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER 3/4"-1'-0"k j 3/4"=1'-0" 1/2"=V-0" 1/2"=V-0" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4%" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'/2' SIMPS. SD: SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A' 12 12" O.C. SEE PLAN SIMPSON H3 CLIP @ 24 O.C. w/ EXT. CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN SHEATHING PER PLAN. BEAM INTO LONG SPAN AS INDICATED ON BEAM W00 (4) 10d NAILS FOR SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN 7 STRAP IS NOT REQUIRED. '/2 (2) 1/4" X 4' SIMPS. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND Z OW_j SHEATHING PER O.C. MAX.; NAIL AS SHOWN (5) 10d NAILING SCHEDULE & TO GABLE END STUDS W NAILS PER PLY w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. NAILING SCHEDULE & SDS SCREWS @ 16"' STRUCTURAL FASCIA PER EXT. BEAM PER PLAN HTS20 CLIP FROM COMMUNITY SPECS POST TO BEAM 2x4 SYP #2 OR PLAN VIEW @ TOP OF POST PRE-ENGINEERED x 2 3/4" TAPCONS @12" PT POST PER PLAN O.C. O.C. MAX. ABU POST BASE PER DESIGNED FOR SHINGLE ONLY PLAN AS INDICATED 0 5/8" THREADED ROD w/ 10/12/2016 ' 0• NUT SET IN ADHESIVE SEE FOUNDATION PLAN FOR ADDITIONAL ALONG W/ WEBBING) INFO SIDE VIEW @ BASE OF POST CDO CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4%" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'/2' SIMPS. SD: SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A' 12 12" O.C. SEE PLAN SIMPSON H3 CLIP @ 24 O.C. w/ EXT. I= SHEATHING PER PLAN. 2x4 SYP #2 LEDGER. W00 (4) 10d NAILS FOR TO STUDS OR BEAM w/ 7 CONV. FRAMED '/2 (2) 1/4" X 4' SIMPS. MEMBERS ONLY SDS SCREWS @ 16"' Z OW_j SHEATHING PER O.C. MAX.; NAILING SCHEDULE & TO GABLE END STUDS W t.J w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. NAILING SCHEDULE & SDS SCREWS @ 16"' STRUCTURAL FASCIA PER O.C. MAX.; LU COMMUNITY SPECS TO MASONRY w/ 2x44 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY (SD�01 TYPICAL SHED ROOF DETAIL AS INDICATED AND BOTTOM CHORDS LEDGER CcD- LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �— w Q 0 10dx3" 10d x 3" OPP. SIDE WCE PER as °O �'y %-tea Z ROOF SHEATHING, •z OZ FASTEN PER PLAN ; CO << ;• �j m p Z CS' ••• • `�` O °•.....••° m LL '~— 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSSy O MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONSo �M,� Jly �r w! MIN. 2" EMBED. @ U 'iu'Ii +',I j��30 6 24" O.C. 0 mz r--- TRUSS PER PLAN ^ a o O Z yhi !,N �tiSti (� �— WOOD/MASONRY y WALL OR TRUSS, SEE o O� PLAN (TRUSS SHOWN) ❑ aJIM CD O W JhQ� J p Q 0 _ LU 0 LU m V Q WU ez -U-W 0 -m Z oo– Q O 0 a S $ U) �I=-gUjW o �— 2x8 TO UNDER SIDE OF Z Q¢ w z O E ROOF SHEATHING Q o ¢ (1 W �NJ O LLUNQ -- 2x8 #2 SPF VERTICAL'S J O of I"_ 2x8 #2 SPF VERTICAL @ 24 O.C. w/ EXT. I= W W00 @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER r ^ r Z OW_j SHEATHING PER NAILING SCHEDULE & 0a0 0-� w O W t.J NAILING SCHEDULE & STRUCTURAL (4) 12d NAILS EACH LU - .--....._... ......... .--- ---- -__._ DRAFTING: (4) 12d NAILS EACH TRUSS MEMBER (TOP JOB No. TM -2153219 TRUSS MEMBER SCALE: AS INDICATED AND BOTTOM CHORDS 10/12/2016 ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER a SO HEADER @ POCKET SLIDER > c 1/2"=11-0" i - COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ W00 1� r Z OW_j � O a 0a0 0-� w O = W Z O Z a0 1 STRUCTURAL ENG: CFG / BED - .--....._... ......... .--- ---- -__._ DRAFTING: -STRUCT: TNT QC CHECK CC JOB No. TM -2153219 SCALE: AS INDICATED DATE: 10/12/2016 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES AL 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 LINTEL AS PER PLAN +IOIe Q. LINTEL AS PER PLAN d WD. HD. HT. SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE 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 NAILING SCHEDULE SIMPSON LSTA30 T SP6 @ 2x6 STUDS & SIMPSON LSTA30 NOTE: ALL FLOOR PRE-ENGINEERED SP8 @ 2x8 STUDS) TRUSSES TO BE P.T. IF PER PLAN ROOF TRUSS - SEE w/ 2x CRIPPLE STUDS NO MOISTURE " FRAMING PLAN FOR NAILS. BEND STRAP BARRIER (FELT PAPER (2) 2x SPF TOP PLATE LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED 2 U.N.O. ON PLAN ROOF TRUSSES AT 24" TRUSS STRAP SEE 3", THEN RUN DOWN STRUCTURAL COL PER O.C. - FRAMING PLAN FOR NAILS @ 8" O.C. THEN PLAN FOR SIZE AND FOR FTG. CONNECTIONS FACE OF JAMB STUDS/ REQ'D # OF STUDS HEADER SIMPSON MSTAM36 " — DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 10d TO PER NAILING 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X FROM TOP OF WALL 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS 2x BOTTOM PLATE W/ ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. EXTERIOR SHEATHING NAILING SCHEDULE (2) 12d @ 12 O.C. USE SIMPSON SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR VERTICAL @ 48" O.C. PLAN MSTCM60 STRAP W/ " REFER TO PLAN FOR (20) 16d SINKERS & (14 TOENAILS EA. END BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS 2x SYP #2 RIBBON (MIN INFO. FOR TRUSSES 20" TO TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 26" DEEP PRE -ENG. FLOOR (IF TITENS ARE NOT IN " SYSTEM - IF NO FLOOR S LINTEL COURSE OR \ SYSTEM INSTALL INTO FILLED CELL USE O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON KNEEWALL &PROVIDE 1/4" X 1 3/4" TITENS) " EACH END SEE SOLID BLOCKING U.N.O. " FLOOR TRUSS PER UNDER COLUMN PLAN ABOVE PROVIDE SOLID 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ BAND JOIST & BLKG BLOCKING BELOW CONNECTION SEE DETAIL WS11 FOR OR LVL GIRDER COL. EVEN WITHIN IN GARAGE MORE INFO IN GARAGE SHEATHING TO FLOOR TRUSS MASONRY WALL SEE NOTE: ALL FLOOR MASONRY WALL PER BOTTOM RIBBON ..I~ SIMPSON META16 AT - PLAN FOR MORE INFO TRUSSES TO BE P.T. IF SHEATHING TO PLAN MASONRY OR MTS12 NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED 3/4"=1'-0" REFER TO PLAN FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE INFO. BEARING WALL PER A A PLAN BEYOND SEE FLOOR FRAMING COLUMNS PLAN FOR FLOOR MID -HEIGHT BLOCKING SYSTEM INFO. , PER BEARING WALL TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE 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 NAILING SCHEDULE SIMPSON LSTA30 T SP6 @ 2x6 STUDS & SIMPSON LSTA30 W L_ FLOOR TRUSS SEE TO BOT. RIBBON, NAIL STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL CONNECTION INFO.. STRAP (MAX 10° ATTACH 2x STUDS W/ SP8 @ 2x8 STUDS) STRAP (MAX 10° PER PLAN ANGLE) W/ (22) 10d w/ 2x CRIPPLE STUDS 16" O.C. TOP AND ANGLE) W/ (22) 10d LOWER: (1) 2x SILL NAILS. BEND STRAP BEAM; SEE PLAN (2) 2x SPF TOP PLATE NAILS. BEND STRAP SECTION FOR MORE OVER TOP PLATE MIN. STRAPS CENTERED @ U.N.O. ON PLAN OVER TOP PLATE MIN. FLOOR W/ (14) 10d 3", THEN RUN DOWN TOENAILS. EXT. NAILS 3", THEN RUN DOWN NAILS @ 8" O.C. THEN FACE OF JAMB STUDS/ FOR FTG. HEADER - SEE 2ND FACE OF JAMB STUDS/ INFORMATION HEADER SCHEDULE FLOOR PLAN FOR MIN. HEADER AND SEE ARCH PLAN EXTERIOR SHEATHING PER NAILING HEADER SIZE & REQ'D SCHEDULE; PROVIDE FROM TOP OF WALL A35 EA. END JAMB STUDS 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ SHEATHING AND 2x BLOCKING FOR OF SILL (MAX OPEN -G, EXTERIOR SHEATHING W L_ FLOOR TRUSS SEE TO BOT. RIBBON, NAIL STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL CONNECTION INFO.. (2) 2x SILL AT WINDOW ATTACH 2x STUDS W/ 1/2" DIA. THREADED AND WINDOW IS PER PLAN FLOOR GIRDER OR w/ 2x CRIPPLE STUDS 16" O.C. TOP AND COL; SEE BRG WALL/ LOWER: (1) 2x SILL ATTACHED PER DETAIL WF10/SD4 BEAM; SEE PLAN AT EA. END NAILED TO (2) SIMPSON LSTA18 - SECTION FOR MORE PLATE w/ (2) 10d STRAPS CENTERED @ INFO. STUD PACK w/ 10d FLOOR W/ (14) 10d REFER TO TOENAILS. EXT. NAILS FOUNDATION PLAN NAILS @ 8" O.C. THEN PACK _ FOR FTG. HEADER OPENINGS ATTACH PDR NAILING INFORMATION STUDS @ 16' O.C. SCHEDULE LESS THAN 4FT:(1) 2x AND SEE ARCH PLAN (2) SIMPSON LSTA18 STRAPS CENTERED C FLOOR W/ (14) 10d NAILS SCHEDULE 3/4"=1'-0" ATTACH 2x STUDS W/ 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ROD WITHIN 6" FROM STRAPS CENTERED @ 16" O.C. TOP AND COL; SEE BRG WALL/ FLOOR w/ (14) 10d ATTACHED PER DETAIL WF10/SD4 2 -STORY WALL NAILS ` (2) SIMPSON LSTA18 - SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ INFO. FLOOR TRUSS TO FLOOR W/ (14) 10d REFER TO MASONRY WALL NAILS FOUNDATION PLAN FRAMING PLAN FOR PACK _ FOR FTG. EXT. SHEATHING ATTACH PDR NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. A35 EA. END 1/8" GAP BETWEEN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ SHEATHING AND 2x BLOCKING FOR OF SILL (MAX OPEN -G, MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE (2) 12d @ 12 O.C. MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR VERTICAL @ 48" O.C. PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16 MIN THICKNESS SHALLfiSO TYPICAL TWO STORY COL. @ GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4"=1'-0" 3/4"=1'-0" ►%®® 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER BOTTOM CHORDS NAILING SCHEDULE IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILING SCHEDULE NAILING SCHEDULE STUD PACK w/ 10d 0 •Z� O®® 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND T&B (PLYWOOD 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK O U_ @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON x 2 1/4" TITENS; IF TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR OF SILL (MAX OPEN -G, AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12 O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END END 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU SEE FOUNDATION (MAX) CONNECTOR PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO MASONRY WALL PER ° I' 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON ..I~ SIMPSON META16 AT - PLAN SHEATHING TO PLAN MASONRY OR MTS12 (3) 2x STUDS FORNIA CORNER A -A (/--'— — (4) 2x STUDS 3/4"=1 ATTACH SILL w/ (2) 10d TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR rn c� ►%®® SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS NO MOISTURE OPENINGS GREATER BARRIER (FELT PAPER CRIPPLES @ 16" O.C. AT EA. END NAILED TO SEE FRAMING PLAN THAN 4' BUT LESS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR Q >19 w/ (2) 10d TOENAILS STUD PACK w/ 10d 0 •Z� O®® THAN 6' ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING �' .• T&B (PLYWOOD NAILS @ 8" O.C. THEN 0 SIMPS. MSTAM36 w/ m O U_ SHEATHING REQ'D STUDS @ 16" O.C. (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END FLOOR TRUSSES ARE " UNDER WINDOW OF SILL (MAX OPEN -G, 20"- 26" DEEP, USE " WIDTH 4'4" . USE A35 — SOLID SHEATHING @ HEADER — SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) — (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS �- IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD 10 SHEATHING REQ'D T&B) W Q 0 111111111 Ions ;! rn c� ►%®® « 00 NO MOISTURE BARRIER (FELT PAPER U 6- : vr� SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR Q >19 CU 0 •Z� O®® ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING �' .• fA e ,.. • ,,, 4 Q 0 m O U_ 69O� HEADER CONNECTION @ 2nd FLOOR ' • ,��, �► �'aii� \ IN PA � +ire/ • • ��I� 11.,'11 � � _Ilia SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/$" GAP BETWEEN AT WOOD 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 WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL IOR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION ��/V51(J� TWO STORY PARALLEL FLOUR GUNNEGTION'�11V511� TWO STORY F'tKF'. hWVK CONNECTION IUN Ifis1� CANTILEVERED ILtVtKtU hLUUK TRUSS CONNECTION IUN 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 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 3/4"=1'4" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IIF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z SEE ARCH DWGS FOR X TOPPING INFO 3/4" PLYWOOD FLOOR U SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. a LOADING) W/ LUS26 OR '. LUS46 TO LEDGER CONTRACTOR TO ° 6. SEE WS11/SD5 FOR ' PROVIDE ADEQUATE SIM, END CONDITION 'a + WATERPROOFING. NO •I. CONCRETE SLAB LINTEL PER PLAN ._ PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 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 `-- TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" e � IIII o SEE FRAMING PLAN FOR FLOOR o co CONNECTION z 'J„ r U r ) ti o � FLOOR GRIDER OR BEAM � � O � Q a am a HEADER CONNECTION @ 2nd FLOOR HIGH BM - 3/4"=1'-0" U) Z o U) J� W o Q LU °'7� °a wZwlE WQzu?u Z uoo��' Q ��wz,^� Qop° a � w U)z 0 (/)i - z E LL�p0a U QNW C'4 LLLIJJ J 1 ZO DU �— N W W S � Q G W J W Lo �I 9 O0 r W H 0 U) O A Cj) W U � 0 Q 0 , G 0 J Z LLJ V LLJ � Q LL. " ~ ~ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.. NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL, IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO 69O� HEADER CONNECTION @ 2nd FLOOR SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/$" GAP BETWEEN AT WOOD 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 WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL IOR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION ��/V51(J� TWO STORY PARALLEL FLOUR GUNNEGTION'�11V511� TWO STORY F'tKF'. hWVK CONNECTION IUN Ifis1� CANTILEVERED ILtVtKtU hLUUK TRUSS CONNECTION IUN 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 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 3/4"=1'4" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IIF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z SEE ARCH DWGS FOR X TOPPING INFO 3/4" PLYWOOD FLOOR U SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. a LOADING) W/ LUS26 OR '. LUS46 TO LEDGER CONTRACTOR TO ° 6. SEE WS11/SD5 FOR ' PROVIDE ADEQUATE SIM, END CONDITION 'a + WATERPROOFING. NO •I. CONCRETE SLAB LINTEL PER PLAN ._ PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 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 `-- TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" e � IIII o SEE FRAMING PLAN FOR FLOOR o co CONNECTION z 'J„ r U r ) ti o � FLOOR GRIDER OR BEAM � � O � Q a am a HEADER CONNECTION @ 2nd FLOOR HIGH BM - 3/4"=1'-0" U) Z o U) J� W o Q LU °'7� °a wZwlE WQzu?u Z uoo��' Q ��wz,^� Qop° a � w U)z 0 (/)i - z E LL�p0a U QNW C'4 LLLIJJ J 1 ZO DU �— N W W S � Q G W J W Lo �I 9 O0 r W H 0 U) O A Cj) W U � 0 Q 0 , G 0 J Z LLJ V LLJ � Q LL. " ~ ~ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.. 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING BLOCKING BELOW. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS TOENAILS EACH END CONNECTED w/ MTS12 2x BASE PLATE W/ (2) OR LSTA18 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d 3/4" FLOOR SHEATHING TOENAILS EACH END ATTACHED PER (2) 2x4 #2 SYP NAILING SCHEDULE BLOCKING w/ SIMPSON (2) 2x4 #2 SYP 2x8 #2 SYP P.T. SILL SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 HUC24-2 EACH END, OR MTS12 MAY BE ANCHOR BOLT OR USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI BLOCKING w/ SIMPSON BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"; TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE HUC24-2 EACH END, 1x PT NAILER AS REQ'D FRAME WALL FLOOR TRUSS PER CONT. #5 IN TIE BEAM USE (4) 10d & (2) 10d 2x8 #2 SYP P.T. SII EXT. FINISH PER O 1 1 PLATE w/ 1/2" EPO TRUSS PER PLAN USE (4) 10d & (2) 10d N ANCHOR BOLT OI 2x6 #2 SYP CONT. PRE-ENGINEERED NAILS. UNDER J -BOLT W/ MIN. 7" 1 LEDGER W/ (2) %4"x3-1/2' NAILS. UNDER sEEPLa" FROM EA.END jk SEE PLAN WINDOW JAMBS ONLY 1 FURRING AND NAILS INTO HEADER WINDOW JAMBS USE MASONRY (SHOWN) MASONRY WALL P (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS O.C. TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS 69ASECTION @ COMBO TRUSS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-0" 11AKlncM ..OTHERS LEDGER AT GIRDER PLAN R PLAN 1-1/2"=1'-0" 2x BRG WALL W/ 2x8 #2 SYP P.T. SILL SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE ANCHOR BOLT OR USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"; TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A 1x PT NAILER AS REQ'D FRAME WALL FLOOR TRUSS PER CONT. #5 IN TIE BEAM PLAN 2x8 #2 SYP P.T. SII EXT. FINISH PER O 1 1 PLATE w/ 1/2" EPO TRUSS PER PLAN I N ANCHOR BOLT OI 2x6 #2 SYP CONT. PRE-ENGINEERED MORE INFO MAX 5" FROM KING STUD J -BOLT W/ MIN. 7" 1 LEDGER W/ (2) %4"x3-1/2' EMBED. @ 32" O.0 sEEPLa" FROM EA.END SDS WOOD SCREWS @ SEE ARCHS FOR 1 FURRING AND NAILS INTO HEADER INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER I PLAN PLAN 1/2"= 1 '-0" WALL SPLICE DETAILS LEDGER @ OPEN TO BELOW 3/4"=1'-0" 2x8 #2 SYP P.T. SILL FROM TOP OF WALL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY TO BOTTOM OF SILL W/ (1) ROW 8d NAILS ANCHOR BOLT OR PLATE ATTACH PER r— --- NAILING SCHEDULE 1 EMBEDMENT @ 32" ROOF SHEATHING — SHEATHING TO I ATTACH PER NAILING ISIMPSON H2.5 EA. END SCHEDULE TRUSS ATTACH PER NAILING ISIMPSON H2.5 EA. 1x PT NAILER AS REQ'D I SCHEDULE CONT. #5 IN TIE BEAM IPRE-ENGINEERED — EXT. FINISH PER O 1 1 ARCHS TRUSS PER PLAN I N 2x6 #2 SYP CONT. PRE-ENGINEERED MORE INFO MAX 5" FROM KING STUD 1 LEDGER W/ (2) %4"x3-1/2' W W TRUSS PER PLAN I2x6 SDS WOOD SCREWS @ i _ 1 NAILS INTO HEADER 16" O.C. MAX. & 3" cs #2 SYP CONT. FROM EA. END - USE OSEE IRECESS LEDGER W/ (2) %4"x3-1/2" I (3) SCREWS FOR 24" SIMPSON LUS26. USE LEDGER INTO SDS WOOD SCREWS @ O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ 16" O.C. MAX. & 3" I TRUSS TRUSS SHOP FROM EA. END - USE (3) TO ALIGN W/STUDS DRAWINGS (DRAWINGS— L_ 2x8 SYP #2 LEDGER W/ 2x8 SYP #2 LEDGER WI T 1 MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 1 16d NAILS) LEDGER @ OPEN TO BELOW 3/4"=1'-0" LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL EXTERIOR SHEATHING —� TO BOTTOM PLATE PLATE W/ 1/2" EPDXY FROM TOP OF WALL W/ (1) ROW 8d NAILS ANCHOR BOLT OR TO BOTTOM OF SILL @ 3" O.C. J -BOLT W/ MIN. 7" PLATE ATTACH PER 1 EMBEDMENT @ 32" NAILING SCHEDULE SHEATHING TO O.C. & 3" FROM EACH 1 ROOF SHEATHING --, END PLATE 1 1/4" (MIN.) ATTACH PER NAILING ISIMPSON H2.5 EA. 1x PT NAILER AS REQ'D I SCHEDULE CONT. #5 IN TIE BEAM TRUSS a EXT. FINISH PER O 1 1 ARCHS I N I PRE-ENGINEERED MORE INFO MAX 5" FROM KING STUD 1 2 W W TRUSS PER PLAN I2x6 1 NAILS INTO HEADER IF PORTIONS OF THIS WALL cs #2 SYP CONT. OSEE 1 1 1 1 LEDGER W/ (2) %4"x3-1/2" I SIMPSON LUS26. USE 'RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 1 16" O.C. MAX. & 3" TRUSS (TRUSS. TRUSS SHOP FROM EA. END - USE (3) TO ALIGN W/STUDS DRAWINGS SCREWS FOR 24" O.C. � 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO 1 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T..`USEO16dN I S) BELOW 1 LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY 1 W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J -BOLT W/ MIN. 7" 1 EMBEDMENT @ 32" 00 SHEATHING TO O.C. & 3" FROM EACH 1 OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) ° 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM a EXT. FINISH PER O 1 1 ARCHS 1 F12� SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO 77777777777777 —?SEE PLAN FOR TRUSS DIRECTION "-5& MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) — ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE I I I I I , 4 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTIOf BASE 2x4 BOTTOM PLAT SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d 2nd STORY WALL NAILS @ EACH END. BOTTOM PLATE BLOCK ADJACENT ATTACH,PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" (MIN.) O.C. MAX. 450 FROM C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) FLOOR WALL W/ BRACE NOT REQUIRED 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. WITH ROOF LOAD SDS SCREW @ 16" O.C. fiF1' BRACING @ 2 STORY FRAME WALL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" Z \c / (9) 9x SPF TnP PLATES U.N.O. ml6 d6 d6 1z 1 (2) 2x HEADER SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 1 1 THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O 1 1 1 N MORE INFO MAX 5" FROM KING STUD 1 W W 1 1 1 NAILS INTO HEADER IF PORTIONS OF THIS WALL cs 1 1 OSEE 1 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 1 1 1 BETWEEN FLOORS 1 1 TO ALIGN W/STUDS 1 1 BOTTOM OF FLOOR SYSTEM 1 1 BELOW 1 OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 1 0 1 1 1 UNDER 2ND STORY COLUMNS, PROVIDE 1 1 1 SOLID BLOCKING WITHIN FLOOR SYSTEM 1 1 1 UNDER 2ND STORY COLUMN LOCATION. B 1 1 1 1 > G 1 1 1 W 1 1 1 1 1 1 2x SPF BASE 1 W Lo 00 11 PLATE rLIM 1 E 1 1 PRE-ENGINEERED 1 D 1 I FLOOR SYSTEM 1 KNEEWALL OR BEAM W� 1 (2) 2x SPF TOP PLATES U.N.O. 1 1 1 1 1 1 1 0 0 1 1 (2) 2x HEADER 1 1 1 1 Cl) W 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 1 1 1 SEE FLOOR PLAN 1 FOR MORE INFO. 1 B N U W 1 it Z 1 1 1 1 1 2x P.T. BASE PLATE, SEE BEARING SCHED. FOR A.B. INFO 0 Q 0 1 1 1 q 1 1 1 1 Q W Z O W J o o p (fo{ 06 LU0w�nr E V Q Z- LL- m W 0W ' Z 0PO(Dw � Q U)- z_— a J z�o � 00NW Z Z=cin'-z E O QWN o I-- u- 0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 SEE FOUND. PLAN FOR FTG. REQ, Z O O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER I"" N MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W W NAILS INTO HEADER IF PORTIONS OF THIS WALL cs = OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 UNDER 2ND STORY COLUMNS, PROVIDE Q SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. > G W J W Lo 00 11 rLIM W� 0 0 A Cl) W N U W it Z 1 0 Q 0 b 0Z W0 � 0 a. STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: TNT QC CHECK: CC JOB No. TM - 2153219 SCALE: AS INDICATED DATE: 10/12/2016 SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. MIN. (3) 2x SYF STUDS REQ'D OF LANDING V 16d NAILS FRC LEDGER TO S' PACK STANDARD (3) STRINGERS V1 SIMPSON A35 CLIP TO FLOO SYSTEM & LAI' FRAMING STANDARD (3) 2X12 STRINGERS W/ , SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE 6" MIN. STANDARD (3; SYP #2 STRIN, SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE---� �— 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON w/ (3) 16d NAILS @ 16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH STUD. ((2) 1/4" x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX. FOR MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER -777T FRAMING PLAN W/ SQUASH BLOCK OR REAM/FLOOR USS PER PLAN 2 STRINGERS ONE EACH SIDE AND E @ MID -SPAN @ EA. STRINGER LANDING ATTACHED TO RINGER Mi A35 @ EA. STRINGER TO LANDING SEE AR,9HS. FOR MAX. RISE,0F STEPS AND MIX. TREAD DEPTH i BEAM JOISTS (2) 2X BEAM PER 4-0 MAX (#2 SYP) STAIR WINDER DETAIL (2) 2x BEAM PER SCHEDULE WIDTH OF LANDING 2xJOIST (P.T. IF ATTACHING TO 2x8 REQ'D @ END OF LANDING LANDING FOR STRINGERS MASONRY WALL) CONT LEDGER 2x6 FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. 77 CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" 2x8 BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR i CONNECTION UP COLUMNS BELOW (1) 2x12 (1) 2x8 MASONRY WALL) BELOW. A -A PLAN VIEW @ 90 DEGREE TURN LANDING (3) 2x12 2x8 MIN. (3) 2x4 SPF #2 SEE SCHEDULE FOR MAX WIDTH OF LANDING (2) 2x12 2x6 MIN. (3) 2x SYP #2 (1) 2x12 (1) 2x8 2x6 2xJOIST LEDGER (P.T. STUDS REQ'D @ END (3) 2x12 IF ATTACHING TO OF LANDING W/ MIN. (6) (2) 2x12 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4" MASONRY WALL) 16d NAILS FROM LEDGER TO STUD (ST01 3/4" PLYWOOD OR OSB 16" O.C. / PACK /--- �. SEE PLAN FOR DEPTH i, (3) 2x12 2x8 STANDARD (3; SYP #2 STRIN, SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE---� �— 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON w/ (3) 16d NAILS @ 16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH STUD. ((2) 1/4" x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX. FOR MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER -777T FRAMING PLAN W/ SQUASH BLOCK OR REAM/FLOOR USS PER PLAN 2 STRINGERS ONE EACH SIDE AND E @ MID -SPAN @ EA. STRINGER LANDING ATTACHED TO RINGER Mi A35 @ EA. STRINGER TO LANDING SEE AR,9HS. FOR MAX. RISE,0F STEPS AND MIX. TREAD DEPTH SIMPSON A35 ' CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS (2) 2X BEAM PER 12 STRINGERS ONE (#2 SYP) (#2 SYP) OF LANDING SCHEDULE @ END OF I EACH SIDE AND 2x8 8'-0" LANDING FOR STRINGERS IE @ MID -SPAN 2x6 6'-0" TO CONNECT TO. BEAM 2x6 77 CONTRACTOR TO TO BEAR DIRECTLY ON (3) 2x12 2x8 8'4" 11'-0" BUILT UP COLUMN i CONNECTION 6'-0" (1) 2x12 (1) 2x8 2x6 BELOW. � — MID SPAN BLOCKING (3) 2x12 2x8 MIN. (3) 2x4 SPF #2 10'-0" (2) 2x12 2x6 COLUMN (1) 2x12 (1) 2x8 2x6 4'-0" BASE PLATE (3) 2x12 +6 ATTACHED PER PLAN (2) 2x12 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4" 7'-0„ X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" (ST01 GENERAL LANDING & 5'-0" STAIR FRAMING INFO SCALE: 3/4"=,'-0" SIMPSON A35 ' CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING SHIFTED OUT TO (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1)2X 12 (1) 2x 2x6 4'-0" CONTRACTOR TO PLATFORM LAYOUT AND WILL AID LOCKING (3) 2x12 2x8 8'4" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" � — MID SPAN BLOCKING (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" NAILS @ 4" O.C. (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0„ 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 2x6 VERTICAL AND (3) 2x12 2x8 w 7� 01 (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" STUD TO BE (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 2x4 #2 SPF STUDS @ 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 32" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" 0 NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION 2x6 VERTICAL @ 6-0" O.C. MIN. AND @ ANY OPENING. W/IN HANDRAIL KNEEWALL FLOOR MAX 6'-0" PARTY WALL OR — ELEVATOR WALL SEE PLAN 2X6 #2 SPF CONT. — LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM ST04� ELEVATOR TEMP. FLOOR SECTION X -X 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS 2/ (2) 16d TOE NAILS SLICE CUT PLYWOOD FLOORING FOR STRAP FLOOR BEAM CONDITION �z SCALE: 3/4" =1'-0" MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. 1 3 2 WIDTHS MAY VARY. LLI •® o� w PANELS 1 AND 2 TO BE % 6 ; Vi moi► J O 2x6 VERTICAL AND INSTALLED AND ATTACH TOP PLATE TO z SHIFTED OUT TO O: J X Z 0 ALLOW FOR PANEL 3 MAX. 4'-0" ABOVE FLOOR • (WHICH IS LONGER) TO 0 BE INSTALLED LAST 2x4 #2 SPF STUDS @ CONTRACTOR TO PLATFORM LAYOUT AND WILL AID LOCKING x x V EVERYTHING CONSTRUCT PANELS 0000000000 01®'>i®� * TOGETHER. a W TO SLIDE INTO THE NOTCH SILL AND � — MID SPAN BLOCKING c ELEVATOR SHAFT W/ (2) 12d TOENAILS (NOTCHED @ 2x6 0 TO ALLOW VERTICAL THRU DOOR OPENING, VERTICAL LOCATIONS). (@ EA. BRACE) W/ (2) TO SLIDE DOWN TO NOTCH NAILS @ 4" O.C. 1 3 2 WIDTHS MAY VARY. •® o� w PANELS 1 AND 2 TO BE % 6 ; Vi moi► J O 2x6 VERTICAL AND INSTALLED AND ATTACH TOP PLATE TO z SHIFTED OUT TO O: J X Z 0 ALLOW FOR PANEL 3 MAX. 4'-0" ABOVE FLOOR • (WHICH IS LONGER) TO L BE INSTALLED LAST 2x4 #2 SPF STUDS @ Iy PLATFORM LAYOUT AND WILL AID LOCKING x x V EVERYTHING d, 0000000000 01®'>i®� * TOGETHER. a W 8" WIDE WEB NOTCH SILL AND � — MID SPAN BLOCKING c PLYWOOD FLOORING W/ (2) 12d TOENAILS (NOTCHED @ 2x6 0 MAX 6'-0" MIN 7/16" FLOOR PLATFORM DETAIL SHEATHING I -JOIST TO OUTSIDE ST02 SECTION HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR N.T.S. FLOOR BEAM CONN. SCALE: 3/4"=1'-0" �34" OIL SEE ARCH PLAN — 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO E STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE TOENAILS BOTTOM (NOTCHED @ 2x6 ATTACH TOP PLATE TO 2X6 #2 SPF RIM BOARD --- W/ (3) 16d NAILS INTO o JOISTS 2X6 #2 SPF @ 12" O.C. 0%%J11111111., 1/ %%%1111111®.,1' N 0```s • •®O�/1i� �e 11.46 00 MMODATE •® o� w 2x4 CONT. TOP PLATE % 6 ; Vi moi► J O 2x6 VERTICAL AND 3Y2" ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ SEE ARCH PLAN O: J X Z STUDS W/ (2) 16d TOE 24" O.C. MAX. 4'-0" ABOVE FLOOR • NAILS L IN TRUSS 2x4 #2 SPF STUDS @ U 0 >_ x x 24" O.C. W/ (2) 12d NOTCH SILL PLATE 0000000000 01®'>i®� * TOENAILS BOTTOM FOR VERTICAL 2x4 SILL PLATE w/ (2) 8" WIDE WEB NOTCH SILL AND � 10d NAILS @ 4" O.C. PLYWOOD FLOORING STIFFENER @ 48" O.C. (NOTCHED @ 2x6 0 TO ALLOW VERTICAL 2x L -BRACE W/ 12d VERTICAL LOCATIONS). (@ EA. BRACE) W/ (2) TO SLIDE DOWN TO NOTCH NAILS @ 4" O.C. TO STUDS W/ (2) 16d TOE NAILS FACE OF I -JOIST SHEAT ROWS OF 10d NAILS @ ACCO U ATTACH 2x6 VERTICAL 2x6 VERTICAL AND 2x4 #2 SPF STUDS @ TO I -JOIST W/ (3) 4" x 3" w 7� 01 L -BRACE @ 6'-0" O.C. & 24" O.C. EVERY OTHER SDS WOOD SCREWS DRAFTING @ ANY OPENING ``a } EQUALLY STUD TO BE SPACED/CENTERED IN o 49/8" I -JOIST TO OUTSIDE Z QC CHECK: CC FACE OF JOIST 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR 24" O.C. W/ (2) 12d N.T.S. I o TOENAILS BOTTOM �-; 32" aO 2x4 CONT. TOP PLATE TOENAILS @ BOTTOM) 10/12/2016 ATTACH TOP PLATE TO 0 SEE ARCH PLAN 2x4 SILL PLATE W/ (2)�,�,�� STUDS W/ (2) 16d TOE • U MAX. 4'-0" ABOVE FLOOR NAILS 2x4 #2 SPF SILL PLATE X X + + CONT. BRACE & 10d W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ +8 + NAILS @ 4" O.C. TO O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ 2) TOENAILS BOTTOM 10d NAILS @ 4" O.C. Q (NOTCHED @ 2x6 (2) SIMPSON LSTA24 VERTICAL LOCATIONS). STRAP (1 EA. SIDE OF NOTCH SILL AND R. STUD) EVERY 48" O.C. PLYWOOD FLOORING 7\_ SCREWS EQUALLY TO ALLOW VERTICAL TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST PLAN 2x6 VERTICAL AND ATTACH 2x6 VERTICAL L -BRACE@ 6'-0" O.C. & TO I -JOIST W/ (3) Y4" x 3" @ANY OPENING SDS WOOD SCREWS STIFFENER @ 48" O.C. EQUALLY 2j" I -JOIST SEE PLAN SPACED/CENTERED IN 0 I -JOIST TO OUTSIDE ST02 SECTION HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR N.T.S. FLOOR BEAM CONN. SCALE: 3/4"=1'-0" �34" OIL SEE ARCH PLAN — 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO E STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE TOENAILS BOTTOM (NOTCHED @ 2x6 ATTACH TOP PLATE TO 2X6 #2 SPF RIM BOARD --- W/ (3) 16d NAILS INTO o JOISTS 2X6 #2 SPF @ 12" O.C. 0%%J11111111., 1/ %%%1111111®.,1' N 0```s • •®O�/1i� �e 11.46 00 MMODATE •® o� w W % 6 ; Vi moi► J O 2x6 VERTICAL AND TO TRUSS W/ (3) Y4" x 3" «- SDS WOOD SCREWS @ ANY OPENING O: J X Z SPACED/CENTERED IN TRUSS SEE PLAN — • V L IN TRUSS U 0 >_ ,•' .�� Z 1 0000000000 01®'>i®� * P���e n9_� v Q 0f `` m _j 8" WIDE WEB � ® fl/111111. LL 32° 2x4 CONT. TOP PLATE STIFFENER @ 48" O.C. 0 (@ EA. BRACE) W/ (2) (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS ROWS OF 10d NAILS @ U 3" O.C. NOTE: 2x4 #2 SPF STUDS @ rn w 7� 01 ENG:CFG / BED 24" O.C. EVERY OTHER DRAFTING ``a } PERPENDICULAR TO FLOOR BOTTOM CHORD STUD TO BE o FLOOR ATTACHED TO I -JOIST Z QC CHECK: CC HING TO BELOW (OTHERWISE JOB No. TM-72.1-5132191-1- M-2153219SCALE: I o 2x ATTACH W/ (2) 12d �-; U aO DATE: TOENAILS @ BOTTOM) 10/12/2016 0 2x4 SILL PLATE W/ (2)�,�,�� • U U ) 16d TOE NAIL EA. + + CONT. BRACE & 10d off' +8 + NAILS @ 4" O.C. TO o 0 + + FLOOR SHEATHING + + Q + ATTACH 2x4 TO I -JOIST W/ (2) 4"x3" SDS R. 7\_ SCREWS EQUALLY SPACED & CENTERED IN I -JOIST 8" WIDE WEB STIFFENER @ 48" O.C. Z PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) 0 ROWS OF 10d NAILS @ c W 3" O.C. NOTE: STIFFNER TO BE a 0 g FLUSH w/ OUTSIDE OFQ °6 1, BOTTOM CHORD N N Z J ., Q Z a W p 6 Q LLI ' Z W O � W W U) _ 2x4 CONT. TOP PLATE (ATTACH TOP PLATE S 3 1 /2" TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE o VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE32" ATTACHED TO TRUSS NOTCH SILL AND NAILS SEE ARCH PLAN BELOW (OTHERWISE W)" ATTACH W/ (2) 12d 00 TOPLYWOOD FLOORING MAX. 4'-0" ABOVE FLOOR TOENAILS @BOTTOM) , 0 TO ALLOW VERTICAL > TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X 2x4 SILL PLATE W/ (2) W ~ 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR c5 Z .J 0 L -BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16dCO TOE NAIL EA. 0 W •.� ATTACH 2x6 VERTICAL TO CONT. BRACE & 10d ca @ANY OPENING ACCOMMODATE 2x CO It lu.l TRUSS W/ (3) Y4" x 3" SDS WOOD2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO SCREWS EQUALLY FLOOR SHEATHING Y NOTCH SILL AND 10d NAILS @ 4 O.C. SPACED/CENTERED IN TRUSS =___ 0 W 0 PLYWOOD FLOORING (NOTCHED @ 2x6 DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS 0 N.T.S. TO SLIDE DOWN TO 2x6 VERTICAL @ 6-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KN EEWALL SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR N.T.S. ST03 SECTION @ HANDRAIL W/ FLOOR TRUSSES SCALE: 3/4" =1'-0" W/ (2) Ya''x3" SDS FACE OF TRUSS W ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS @ ANY OPENING EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN — TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR N.T.S. ST03 SECTION @ HANDRAIL W/ FLOOR TRUSSES SCALE: 3/4" =1'-0" W/ (2) Ya''x3" SDS IV W CO SCREWS EQUALLY O=Z == SPACED & CENTERED V L IN TRUSS U 0 >_ 0 Q 8" WIDE WEB � STIFFENER @ 48" O.C. 0 (@ EA. BRACE) W/ (2) ROWS OF 10d NAILS @ 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG:CFG / BED FLUSH W/ OUTSIDE OF DRAFTING ------ -------- ---- -_----_..._-- PERPENDICULAR TO FLOOR BOTTOM CHORD -STRUCT: TNT QC CHECK: CC JOB No. TM-72.1-5132191-1- M-2153219SCALE: SCALE: AS INDICATED DATE: 10/12/2016 ST1 I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. its strictly prohibited. RECORD COPY # 16-3074 M Etc 99-4E I-t.