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HomeMy WebLinkAbout489 Red Rose Ln 17-2091 (a)LOT 304 - THORNBROOKE 40's DARLINGTON GARAGE LEFT - 2585 -ELEVATION If B" THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, T ELECTRIC W.H. SHINGLE ROOF, ELECTRIC NEA , 50 GAL. ELE R L , 200 AMP SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. REDRAW NOTES 06-14-11 CREATED LOT 5PECIFIC PLAN FOR LOT 304 IN THORNBROOKE 40'5, ELEVATION "V, GARAGE LEFT W/ PLAN OPTIONS INCLUDING: STAIR RAILING AT MAIN AND UPPER FLOOR, (4) OILING FAN PRE-WIRE5, (2) LV VIDEO PORTS AND VENT HOOD / MICRO TO OUT5IDE. 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 3B1 -FRONT ELEVATION 3B2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3B3 -FLASHING DETAILS 3B4 - FL4SHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN RECORD COI'Y REVIEWED POR CODE COMPLIANCE �- PLANS EXAMINER ,6-.Iq 111 — DATE aAPVFiJRD BUtLDiNG DiW1SiC?N A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION 'BEST REQUIRED Results to be Verified at Slab Inspection OF` #17-2091 GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMEN6ION5 AND/OR CALLOUT5 WITHIN THI5 5ET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMEN51ON5" OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HA5 AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE BUILDER 15 RE5PON51BLE FOR PROVIDING AND MEETING ALL REQUIREMENT5 OF 5ECTION 101.2.4 OF THE FB.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S IN5TALLATION IN5TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE615TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. ...w.ir.rwr x 0 DAVIS BEWS DESIGN GROVP r 0 J EST. 1994 F�.� U) 0 _j co Uj DWELLING /GARAGE OPENINGS: O's M. I� :r- ca MI T N r - w o NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5ELF-CLOSING DEVICE. 0 0 -0 a Z ,�„, 0 'r C °o Eu. a � °' 4- � c0 'tom.. C5n z OT ®®®'° �� "°s ®tea, u. ASPHALT 5HINGLE5 (IF APPLICABLE) : rurrirwwrwwrrrwwrwrirwwr�w.r�wtrr OILING CONSTRUCTION: ' JOB NUMBER 27001.227 • I: THE GARAGE 5HALL BE 5EPARATED FROM THE RESIDENCE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH CAD FILE NAME LOT 304 TB HABITABLE ROOM5 SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH 115.9 mm) TYPE "X" GYP5UM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A ISSUED 06-14-17 FLOOR -CEILING A55EMBLY, THE 5TRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM BOARD OR EQUIVALENT IN ACCORDANCE WITH REVISED F.B.C.R. - 5TH EDITION (2014) R102.3.5. EXTERIOR FIN15HE5: IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS $HALL BE OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH 5HALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1)16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE6 SPACED NO MORE THAN 6 INCHE5, OR A5 OTHERW15E APPROVED, THICKNE66 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R, 5TH EDITION (2014) 8103.6.2 AND ASTM C 926, PER FB.C.R. 5TH EDITION (2014) R103.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE516TANT WEEP SCREED OR PLA5TIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES 5HALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHE5 ABOVE PAVED AREA5. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH 5HALL • COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R, 5TH EDITION (2014) R103.63 WATER RESISTIVE BARRIERS IN5TALLED OVER WOOD BASED SHEATHING 5HALL INCLUDE A WATER RE615TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH AaTM C 926 STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063.06 (1.114.1 THRU 1.11.4.A) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F, AND DELINEATE AREAS NOT MORE THAT 100 5F, FOR HORIZONTAL APPLICATIONS, D15TANCE BETWEEN CONTROL JOINTS 5HALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT 5HALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES 5HALL BE CONSIDERED A5 CONTROL JOINTS. EGRE55: I. EACH BEDROOM MU5T HAVE ONE WINDOW THAT COMPLIE5 WITH EGRE5$ CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MU5T HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM, FLA5HING; AT A HAN 5 IN ROOF 5 0 0 DIRECTION, AN AROUND ROOF 0 NINGS I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, ALL GE R L PE R D RE D R D R PE 2. APPROVED CORR0510N-RE66TANT FLASHING 5HALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN15H. APPROVED CORRO51ON-RE515TANT FLASHING 5HALL BE IN5TALLED AT ALL REQUIRED LOCATION5 PER R103.8. WINDOW IN5TALLATION I. WINDOWS 5HALL BE INSTALLED AND FLA5HED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN5TRUCTION5. WRITTEN IN5TALLATION IN5TRUCTION6 5HALL BE PROVIDED BY THE DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA • DE?4VER. EST. 1994 F�.� I. WINDOWS 5HALL BE INSTALLED AND FLA5HED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN5TRUCTION5. WRITTEN IN5TALLATION IN5TRUCTION6 5HALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, Uj DWELLING /GARAGE OPENINGS: I� :r- ca THE OPENING BETWEEN THE GARAGE AND LIVING AREA 5HALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55, SOLID CORE (5.C.) OR HONEYCOMB CORE 5TEEL DOORS r - w o NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5ELF-CLOSING DEVICE. O a Z FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION: ®®®'° �� "°s ®tea, u. ASPHALT 5HINGLE5 (IF APPLICABLE) : w ®.� ; 6:.2� I. WIND RE515TANCE OF ASPHALT 5HINGLE5, A5PHALT 5HINGLE5 5HALL BE IN5TAUED IN ACCORDANCE WITH SECTION R905.2.6 AND 8905.2101. ®•®• C? 2. A5PHALT 5HINGLE5 5HALL ONLY BE U5ED ON ROOF 5LOPE5 OF TWO UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) OR GREATER, FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS Os HORIZONTAL (2:12) AND LE55 THAN FOUR UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4669, TYPE II OR - er C) TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH 5ECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNIT5 VERTICAL IN 12 UNIT$ HORIZONTAL (4:12) AND GREATER, ONE LAYER OF %®®� ®®• UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 4869, TYPE IV OR.ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. 0 sloe" ®®o s®®®®®* ®ra ®®`o CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 8905.3 5HALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 0 RECOMMENDATIONS OF FR5A/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATION5 OF RA5 Ila, 119 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.3.3 5HALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLA65 M MINERAL SURFACED ROLL ROOFING AND 5HALL BE IN5TALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE IN5TALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RA5118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 To BE IN5TALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND 5HOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYP5UM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM CRSS, CI325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREA5. TERMITE PROTECTION: 0 I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOOR5 5HALL NOT BE OF CELLUL05E CONTAINING MATERIAL5. IF SOIL TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORR051VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES 5HALL BE APPLIED INSIDE THE 5LEEVE. 2. PROTECTION AGAIN5T DECAY AND TERMITES. - CONDEN5ATE LINE5, IRRIGATION / 5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 5HALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE 5TRICTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOCK5. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDING5 WITH EAVE5 OF LE55 THAN 6 INCHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. ' MECHANICAL AND HVAC: 1. ENERGY CALCULATION5 FOR HEATING AND COOLING CAPACITIES 5HALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THI5 PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES 5HALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CON5TRUCTION, 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 INCHE5 (162 mm) DEEP AND 30 INCHE5 (162 mm) WIDE 5HALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILING5 SEPARATING THE DWELLING FROM THE GARAGE 5HALL BE CON5TRUCTED OF A MIN. X26 GAUGE (0.48 mm) SHEET 5TEEL /I�^ ( � OR OTHER APPROVED MATERIAL AND 5HALL HAVE NO OPENIN65 INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 5HALL BE RAISED AT LEAST 3 INCHE5 (16 mm) ABOVE THE FINI5HED GRADE AND 5HALL ALSO CONFORM TO THE MANUFACTURER'S IN5TALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES 5HALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT OF STOPPAGE 1N THE CONDENSATE DRAIN PIPING 5Y5TEM. THE5E PANS 5HALL BE IN5TALLED IN ACCORDANCE WITH THE APPLICABLE PROA61ON5 OF SECTIONS M1411.3, EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 6Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR 5HALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE J VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BAN ROOMS AND TOILET ROOM5 5HALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND 5HALL BE EXHAU5TED DIRECTLY TO THE • OUTDOOR5. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREA5 INSIDE THE BUILDING:..,..,,,,.,.,w 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAU5T DUCT 5HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH ....,.w.r OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAU5T DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHE5 DRYER 5005TER FAN 15 IN5TALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 2585 THE EXHAU5T DUCT, INCLUDING ANY TRANSITION DUCT, 5HALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B006TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 IN5TALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE II II THE EXHAUST DUCT ENTERS THE WALL. THE LABEL 5HALL BEAR THE WORDS THIS DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN, 4. PROVIDE LOUVER DEVICE5 AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FSC. 77TLE • COVER SHEET ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES 166UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE 5HALL NOT RELIEVE THE BUILDER OF RE5PON5161LITY TO REVIEW AND VERIFY ALL NOTES, DIMEN6ION5, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTE5, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILDING CODE5 5HALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE _ CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED 5HALL BE 5U5JECT TO ADDITIONAL FEE5. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY • OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RE5PON5113LE. wt...r REV. 09-29-2016 SHEET cov 0 0 52'-4" 3'-0" ELS 0'-4'1 N 15'-0" i v w � LU PITCH 1/8" / FT. m 13'-8" 15'-0" 65'-4" H.R. i- 3 0 PAVER DRIVE / LEAD WALK TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * — — — -i r — — — 8" C.M.U. WALL ABV. 150 STATE STREET EAST OLD M & FLORIDA 39677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE WFJ%.. �.; U Lo 0 o lQ 8" C.M.U. WALL 0 .JMI�W ry� i O 's M �wrl ` N > J N I I I 4" PVC, 6oEm • /LAV. I 00 tv ED :2,5 _ABV. _ PED W.C. ISI I I LAY � 3�E LL Y L J IN Qo 00 �-- 3/4" CONDENSATION TILE "` I L — — J — _ J DRAIN BY PLUMBER = "' 5EAT SHOWE AIR HANDLER xl L _ -1 - ABV. I�CESS LINE5 FROM 3'-6"x3-6" A/C PAD (5EE MECH. CONTRACTOR �`� 20'-11" 2'-1" ;vl 1'-8" UPPER FLOOR " FOR Loc.) 10'-10" 8'-I' 2'-8" 2'-0" �' PAYERS 28'-V' ( I I ^ 4.1 P.V.G. II M II 3/4" RECE55 \ FOR ENTRY DR.121-11, a' 3/4" CONDENSATION DRAIN BY PLUMBER I I AIR HANDLER m LINE5 FROM I'-3" 2'-5" UPPER FLOOR NOTE; ALL SLAB ANGLE5 2'-1" _ ARE AT 45° IUN.OJ 1 o Q -allREFERENCE = ELEVATION v xu UA 4 = PROVIDE WATER \\\NN PITCH ; u PITCH w ` v LINE FOR ICE MAKER ly TO DRAIN - I/8 / FT. 3'-/ I1 --- -----------------------------C.J`--------- i <* N � w I — 76� 5LAB i AA 3B2 OF REF. �_�p G.C. VERIFY ACRYLIC - 31'-10" 9 -I 3 -9 204"8 � I F( c� ON LANAI N "bit 8 8 ) I� — -� 50 GAL. W.H. i za 15'-0" 65'-4" H.R. i- 3 0 PAVER DRIVE / LEAD WALK TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * .......... JOB NUMBER 27001.227 CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED n 150 STATE STREET EAST OLD M & FLORIDA 39677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE WFJ%.. �.; U Lo 0 o lQ 0 .JMI�W ry� i O 's M �wrl ` N > J N L L 6oEm • 00 tv ED :2,5 89Cp 3�E LL Y L J IN Qo 00 Cror Z N L d .......... JOB NUMBER 27001.227 CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED SLAB INTERFACE PLAN GARAGE LEFT TITLE • SLAB INTERFACE PLAN • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD M & FLORIDA 39677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE WFJ%.. <-� EST. 1994 r� SLAB INTERFACE PLAN GARAGE LEFT TITLE • SLAB INTERFACE PLAN • SHEET • M. 3'-6"x 4' AAC�I� 3'-6"x3-6" A/C,�I� TYPICAL MASONRY IPAD (SEE MEOW. IPAD (SEE MECW. WINDOW SCHEDULE DAVIS BEWS ICONTRACTOR I (CONTRACTOR DESIGN GROUP IFOR LOC.) I IFOR LOC.) I 21" 3-I" L.._..._._^J LJ TANWA • DENVER WINDOW CALL -OUTS YI A L 5Ir 6LL • � 261112 d 5N 1/2 32 5H 22 5H 32 5H W T.01'9.41 A.F.F. AIR HANDLER ALL EMERGENCY E5CAPE AND RE5CUE OPENINGS 5HALL COMPLY WITH 8314 PER F5,C.R - 5TH EDITION (2414). DIRECT VENT DRYER THRU EXT, WALL W_ T.O.M. V-411 A.F.F. T.O.M. 9'-411 A.F.F. 9�.4•, AF.F. A 32 2582 S.F. TYPICAL MASONRY .455 S.F. x 0 w WINDOW SCHEDULE DAVIS BEWS I1 S.F. WINDOW WIDTHS DESIGN GROUP 0 0 2011 21" 3-I" 53" O��M TANWA • DENVER WINDOW CALL -OUTS YI N L 5Ir 6LL • � 261112 rod n a 6 5N 1/2 32 5H 22 5H 32 5H W 3�Ed�� �+ 0 0 zN�° _ 39" 13 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 63" o 15 5H 1/2 35 5H 25 5H 35 5H 3: z 12" 3: 1 16 5H 1/2 36 5H 26 5H 36 5H c G -C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, Lu WINDOW 51,ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. O REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW Z USED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) DIRECT VENT DRYER THRU EXT, WALL W_ T.O.M. V-411 A.F.F. T.O.M. 9'-411 A.F.F. 9�.4•, AF.F. A 32 • JOB NUMBER 27001.227 • CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED 2582 S.F. GARAGE .455 S.F. x 0 w 139 S.F. DAVIS BEWS I1 S.F. too C5 N DESIGN GROUP 0 0 JMNF. OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX O��M TANWA • DENVER EST. 1999- YI N L 5Ir 6LL • O O rod n a 6 O 0-�U. 3�Ed�� �+ 0 0 zN�° • JOB NUMBER 27001.227 • CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED W in to 00 v1 m -D Z ~-a ®®®®gr�99lildddd®� � LL • O • W r r 0 eesreN® ®` le* P9 ®� 0 V) 0 1 CD M J HATCHING LEGEND INSULATE WALL 0 TOTAL LIVING 2582 S.F. GARAGE .455 S.F. r 139 S.F. DAVIS BEWS I1 S.F. TOTAL 5Q, FT, DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WnAVLSBEWS.CAM TANWA • DENVER EST. 1999- W in to 00 v1 m -D Z ~-a ®®®®gr�99lildddd®� � LL • O • W r r 0 eesreN® ®` le* P9 ®� 0 V) 0 1 CD M J HATCHING LEGEND INSULATE WALL 0 TOTAL LIVING 2582 S.F. GARAGE .455 S.F. LANAI 139 S.F. ENTR�' I1 S.F. TOTAL 5Q, FT, 3247 S.F. MAIN FLOOR PLAN NOTES GARAGE LEFT 2585 • TITLE • MAIN FLOOR PLAN NOTES r r • SHEET • r— i L — I u u I or i i i 4 I: I 15'-0" 04" 361-4" REFER TO SHEET2AI FOR MAIN FLOOR PLAN NOTES X 0 190 STATE S7RECT EAST OUXMAR, FLORMA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.GOM TAMPA • DENVER EST. 1994 to 0 J0to 0 r 0 cA N0) L C0 JM L 5 LL 00 c 0 M �1- 3�E I u u I or i i i 4 I: I 15'-0" 04" 361-4" REFER TO SHEET2AI FOR MAIN FLOOR PLAN NOTES JOB NUMBER 27001.227 CAD FILE NAME LOT 304 TO ISSUED 06-14-17 REVISED X 0 190 STATE S7RECT EAST OUXMAR, FLORMA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.GOM TAMPA • DENVER EST. 1994 to 0 J0to 0 0 _j co N0) L C0 JM L 5 LL 00 c 0 p J C0 3�E C -j (D (clan N Z o JOB NUMBER 27001.227 CAD FILE NAME LOT 304 TO ISSUED 06-14-17 REVISED MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT TITLE " MAIN FLOOR PLAN DIMENSIONS II 2A2 II DAVIS BEWS DESIGN GROUP 190 STATE S7RECT EAST OUXMAR, FLORMA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.GOM TAMPA • DENVER EST. 1994 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT TITLE " MAIN FLOOR PLAN DIMENSIONS II 2A2 II PROVIDE �in')iT rrlvin CII —1.1 .. i.., .. r.a ')Atl II A 30505H, WALL^ WALL^ ALL EMERGENCY E50APE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * �c CLEAR OPENING HE10HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.CR - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R - 5T14 EDITION (2014) R3122 UPPER FLOOR PLAN NOTES GARAGE LEFT TYPICAL WOOD FRAME X 0 DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE ra.. i 0 JW�O EST. 19" - WINDOW WIDTHS 0 -JM►•� 2011 2411 536" 45" F_ WINDOW CALL -OUTS 00 «• 0 —i C p 20" 1815 F.G. 20151=.0. 3015 F.G. 4018 F.G. Lu = 2411 O 1520 F.G. 2020 F.G. 3020 F.O. 4020 F.O. 0 36" 1530 5H 2030 SH 3030 5H 4030 5H Z 45" 0 1840 5H 2040 5H 3040 5H 4040 5H N Z 60" s 1550 SH 2050 5H 3050 5H 4050 5H 12" 1560 5H 2060 5H 3060 5H 4060 5H VERIFY ROUGH OPENING5 FOR ALL WINDOWS, ul)G.G. Lu Lu WINDOW 51XE5 AND IN57ALLATION MAY VARY PER O MANUFACTURER AND 5P5CIFICATION5. Z REFER TO FLOOR PLANS FOR 5`CYLE OF WINDOW U5ED (SINGLE HUNG -SH, CA5EMENT- C5MT, OR FIXED GLASS- F.G.) �c CLEAR OPENING HE10HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.CR - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R - 5T14 EDITION (2014) R3122 UPPER FLOOR PLAN NOTES GARAGE LEFT • JOB NUMBER 27001.227 • CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED X 0 DAVIS BEWS DESIGN GROVP ra.. i 0 JW�O EST. 19" - 0 -JM►•� i 2 � (, CCM m�re N r L >>JN 66 ao`IL. 00 «• 0 —i C p � ar� r r m 000 h ZN�� • JOB NUMBER 27001.227 • CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED irrrrirn 2585 • TITLE • UPPER FLOOR PLAN NOTES • SHEET • 16 2Bl__, DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL.DWAR, FLORIDA 39677 813. 9r25.1300 TEL 813.925.1800 FAX W W W.DAVlSBEW&COM T-ANiPA • nENVEP_ EST. 19" - irrrrirn 2585 • TITLE • UPPER FLOOR PLAN NOTES • SHEET • 16 2Bl__, Iy UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT .. JOB NUMBER 27001.227. CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED x w 150 STATE STREET EAST OL.DWAF, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER.. EST. 1994 F.:.— r0 0 J it) J cco Np<lj�M N ` M OpLL 0 0E .r.0 c0 _oma ILY �� LJ.�(Np 0 �h *+ 00 zN2ot .. JOB NUMBER 27001.227. CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED 2585 , • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET2B2 • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL.DWAF, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER.. EST. 1994 F.:.— 2585 , • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET2B2 • STAIR NOTE5,. RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" 5PHERE CANNOT PASSTHROUGH, HANDRAIL5 HANpRAIL5 FOR STAIRWAY5 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 ABOVE THE LOWE5T R15ER, HANDRAIL END5 5HALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS, HANpRAIL5 ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE56 THAN 1-112 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOU5 GR45PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-51AIR PROTECTION ENCLO5ED ACCE551BLE 5PACE UNDER 5TAIR5 5HALL HAVE WALL5, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W11/2 INCH GYP5UM BOARD PER F.B.CR - 5TH EDITION (2014) R302.1 ALL GUARDRAIL5 AND HANpRAIL5TO COMPLY WITH FBC R301 AND TABLE 83015 PER RB.G,R. - 5TH EDITION (2014). 42" H,42" H. RAILING //–RAILING FLOOR — BEAM LINE OF 6'-8" MIN, BEAM 5Y5TEM // 'WEAD CLEARANCE FLOOR SYSTEM /4" PLYWD. r DECKING 36 H, CONTINUOU5 GRASPABLE 10,001, 2x 5TRINGER5 w RAILING (TYP.) 42" H. _ = _ _ f -- RAILING RAILING -.t I" N051NG u (TYP) a 4 X 5TORAGE n, 2x TREAD5 AND 't UNDER Ix R15ER5 (TYP.) 5TAIR5 11 TREAD5 AT 10,00" EACH STAIR SECTION 5GALE:1/4" l'-0° 0 9 (�TYP. ARCHWAY A SCALE: I/4" : I' -O" PLAN DETAILS- 6CALE; 1/4" : I'-0" GARAGE LEFT OPEN TO x 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER FAMILY ROOM LO U r o0to 0 -1 co b- i 03 (�TYP. ARCHWAY A SCALE: I/4" : I' -O" PLAN DETAILS- 6CALE; 1/4" : I'-0" GARAGE LEFT • JOB NUMBER 27001.227 • CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED x 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 LO U r o0to 0 -1 co i 03 co N r- N L [7p�M • 00 n9 r. 00 E �Y ro°' =0 L*iFa o g Cco Z 0 Lett • JOB NUMBER 27001.227 • CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED rPLANTI TLE DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 rPLANTI TLE DETAILS • SHEET • 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: Z HI5 L1�-IAIL bHUM IHC 11r K AL IHILN =0 OF ALL RA15ED TEXTURED FIN15H BANDING Lu oc AND 5AND FINISHED KEYSTONES (WHERE x > APPLICABLE) IF THICKNE5516 TO BE n DIFFERENT IT WILL BE CALLED OUT AT VS SPECIFIC KEYNOTE CALL -OUT IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F,B.C.R - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F,B.C.R. - 5TH EDITION (2014) R103.6,2 AND A51M C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" �c GLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15WED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 o-+ 12 �-S 6� HINCxLE ROOF 6" BANDING 12 G.C. VERIFY - STUCCO Q6 ALUMINUM OVER FIN15H 2x6 5UB-FA5CIA PLT. HT. -- -- SHINGLE ROOF - (TYPICAL) PLT. HT, 15TUCCO L FIN15H FINISH 4" BANDING (TYP.) * 6 BANDING '- 12 L12 12 6� STUCCO Q6 SHINGLE a6 5ECOND FF, LINE FINISH ROOF SECOND F.F. LINE T.O.M. SHINGLE ROOF T.O.M. _ v 8" BANDING BANDING 8" BANDING -� TEXTURED FIN15H ❑❑❑ TEXTURED =r N FIN15H 5MOOTH ❑❑❑❑❑❑❑❑ a, TEXTURED QUOIN5 (TYP) SMOOTN ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEXTURED QUOINS (TYP.) N MAIN F.F. LINE -I EIQ I [71Q [;]Ql _ MAIN F.F. LINE ___ GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR 5URROUND 1455UMED) FRONT ELEVATION_ SCALE: 1/4" = 14' ELEVATION Tfl— GARAGE LEFT ° JOB NUMBER 27001.227 ° CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED x w DESIGN GROVP rto Uo00 150 STATE STREET EAST OLDWAR. MORmA 34677 0 JtmI`y) W W WJDAVL5BEVVS.COM TAMPA • nEl*4 L rn� 2111�coo -/ LI r >>JN L L LL C.0 0 0 alr p 00 E nCt Y -V cq cq i J ICC n 0 0 Zc�'vG0 ° JOB NUMBER 27001.227 ° CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED Lq Lo to (� 00� Y / en cn CD u- ®® ®• 'L g• arm Q 4: � P ®®®,A11Y111 ZV) rvoo 0 0 J i-- >u 2585 TITLE • FRONT ELEVATION DETAILS ra DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR. MORmA 34677 813 925 1300 TFL 813 925 1800 FAX W W WJDAVL5BEVVS.COM TAMPA • nEl*4 L -�� EST. 1994 Fes= Lq Lo to (� 00� Y / en cn CD u- ®® ®• 'L g• arm Q 4: � P ®®®,A11Y111 ZV) rvoo 0 0 J i-- >u 2585 TITLE • FRONT ELEVATION DETAILS LANAI ROOF VENT REQUIREMENTS - -- ----_ ___________________ I I VENTILATION CALCULATIONS I ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. 4;12 HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 I I I TOTAL SOFFIT VENTILATION NEEDED 7 SQ. FT, I 6;12 6:12 I I do � I i I I I I I I I I I I 1 I I I I I 6:12 I 6:12 ►- I I I I I I I I I I , I I �Q ti I � I I I I I i 11/2" THICK 5AND FIN15H KEY5TONE 77 (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE: z_ THI5 DETAIL SHOWS THE TYPICAL THICKNE55 U, OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FINISHED KEY5TONE5 (WHERE Lu x APPLICABLE) IF THICKNE6515 TO BE DIFFERENT IT WILL BE CALLED OUT AT ti kIZYNnT; ray I -nut im IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R 5TH 3/4" EDITION (2014) R103.6.1 AND A51M C 1063, THICK THICKNE56 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.62 AND ASTM C 926, TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 68 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. ry I w � I � 6:12 a`�c 6:12 �llfir L.--- ----- ---------I p 6:12 _ L w � 6:12 6:12 LOWER ROOF VENT REQUIREMENTS i VENTILATION CALCULATIONS Q ac o I ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. c i o I X 144 = 254 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 TYP„ TOTAL SOFFIT VENTILATION NEEDED 25 SQ. FT. OVERHANG AT HIP AA (UND.) 353 ROOF PLAN, SCALE: 1/8” = 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5UF�FACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.5.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER FB -C-R, - 5TH EDITION (2014) 8312:2 d- 4 5 GONG-' LINTEL co LINE OF OPT, PKT. SLIDER 12 GIRDER 6� TRUE i�G�ll SECTION AA ROOF TRU55E5 AT 24" O.C. (TYPICAL) GARAGE 5HINGLE 6 2 /SHINGLE ROOF ROOF 7 PLT. HT._ _ _ _ PLT. HT, _ /5TUCCO STUCCO /5TUCco FIN15H 412 SHINGLE FINISH 7 FINISH 7 5ECOND F.F. LINE 8" ROOF /l SECOND FF. LINE g" Roof: _SECOND FF. -LIN T.OM. _ /7 T.O.M. _ d -TEXTURED /TEXTURED e /TEXTURED MATCH FIN15W FIN15H FIN15H 7 D15TANCE AT FRONT E] MAIN FF. LINE _ _ _ _ _ - _ _ - - MAIN FF. LINE GRADE LINE GRADE LINE 1A55UMEDI (A55UMED) LEFT ELEVATION SCALE: 1/8" = 1'-0" 12 12 6% a6 212 -SHINGLE r SHINGLE ROOF PLT. HT. ROOF - PLT. HT. /UCC6TO FINISH% /� 12 5ECOND FF. LINE $ll IIING�E X14 SECOND FF. LINE "' TOM, - TOM, — - - v TEXTURED TEXTURED 6' FINISH @ � FIN15N 6, Al MAIN F.F. LINE _ _ - - TEMP. _ MAIN FF, LINE_ GRADE LINE GRADE LINE (A55UMED) (455UMED) REAR ELEVATION SCALE: 1/6" - I'-0" 12 12 SHINGLE /SHINGLE 12 ROOF ROOF 5� PLT. HT. _ - _ - - PLT. HT. /STUCCO _ TEMP. -0 0/5TUr FINISH%CO 4, r SHINGLE * r / FINI5H /SHINGLE ROOF SECOND FF. LINE_ _ ROOF 12 g" _SECOND FF. LINE SECOND FF, LINE, T.O.M. _ 6� �- d- j� /TEXTURED /TEXTURED d MATCH FINIS FINI5H7 015TANCE �l AT FRONT MAIN F.F. LINE _ _ as _ _ _ _ _ - _ _ _ MAIN FF. LINE GRADE LINE26 5H. GRADE LINE (A55UMED) REFER TO SHEET 2D FOR OPT. DEN W/ OPT. DEN (A55UMED) RIGHT E LEVATIO N SCALE: 1/8" - I'-0" x co w DAVIS BEWS DESIGN GROVP 100 =; EST. 1994 F J4to0 p JMI��, y rm�r�i .5 , -N �- 00 lhN IT 24 C'7 w. 0� C00 E � Je s0cm 00 y� CCro� T ZNG01 CA /2-5TORY I ire I I I mil I IF, mil I Re i�G�ll SECTION AA ROOF TRU55E5 AT 24" O.C. (TYPICAL) GARAGE 5HINGLE 6 2 /SHINGLE ROOF ROOF 7 PLT. HT._ _ _ _ PLT. HT, _ /5TUCCO STUCCO /5TUCco FIN15H 412 SHINGLE FINISH 7 FINISH 7 5ECOND F.F. LINE 8" ROOF /l SECOND FF. LINE g" Roof: _SECOND FF. -LIN T.OM. _ /7 T.O.M. _ d -TEXTURED /TEXTURED e /TEXTURED MATCH FIN15W FIN15H FIN15H 7 D15TANCE AT FRONT E] MAIN FF. LINE _ _ _ _ _ - _ _ - - MAIN FF. LINE GRADE LINE GRADE LINE 1A55UMEDI (A55UMED) LEFT ELEVATION SCALE: 1/8" = 1'-0" 12 12 6% a6 212 -SHINGLE r SHINGLE ROOF PLT. HT. ROOF - PLT. HT. /UCC6TO FINISH% /� 12 5ECOND FF. LINE $ll IIING�E X14 SECOND FF. LINE "' TOM, - TOM, — - - v TEXTURED TEXTURED 6' FINISH @ � FIN15N 6, Al MAIN F.F. LINE _ _ - - TEMP. _ MAIN FF, LINE_ GRADE LINE GRADE LINE (A55UMED) (455UMED) REAR ELEVATION SCALE: 1/6" - I'-0" 12 12 SHINGLE /SHINGLE 12 ROOF ROOF 5� PLT. HT. _ - _ - - PLT. HT. /STUCCO _ TEMP. -0 0/5TUr FINISH%CO 4, r SHINGLE * r / FINI5H /SHINGLE ROOF SECOND FF. LINE_ _ ROOF 12 g" _SECOND FF. LINE SECOND FF, LINE, T.O.M. _ 6� �- d- j� /TEXTURED /TEXTURED d MATCH FINIS FINI5H7 015TANCE �l AT FRONT MAIN F.F. LINE _ _ as _ _ _ _ _ - _ _ _ MAIN FF. LINE GRADE LINE26 5H. GRADE LINE (A55UMED) REFER TO SHEET 2D FOR OPT. DEN W/ OPT. DEN (A55UMED) RIGHT E LEVATIO N SCALE: 1/8" - I'-0" ° JOB NUMBER 27001.227° CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED x co w DAVIS BEWS DESIGN GROVP 100 =; EST. 1994 F J4to0 p JMI��, y rm�r�i .5 , -N �- 00 lhN w. 0� C00 E � Je s0cm 00 y� CCro� T ZNG01 ° JOB NUMBER 27001.227° CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED ELEVATION "B" GARAGE LEFT TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA ° 13ENVER. =; EST. 1994 F ELEVATION "B" GARAGE LEFT TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO (ER SHEET) .-ENGINEERED ROOF ISSES AT 24" O.C. �RICANE STRAP PER )F FRAMING PLAN BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM \DER TYPICAL WINDOW AND SLIDING GLASS DOOR 7 FLASHING DETAIL 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 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR I BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE i AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALi WATER PROOF CAULKING L i J I i EXTERIOR FINISH � PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE =oil I 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 ��gTyFR FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST J•1� WEATHER RESISTIVE BARRIER 6P� SILL PLATE (SEE DETAIL B �F,P O O FOR OPTIONS) RIO -CORNER PATCH FLASHING FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL I FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER &TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER ,. WEATHER , i / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE 2 � (ASSEMBLED /-FLASHING -\\ WINDOW) , 2 FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL y 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO"J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • JOB NUMBER 27001.227 • CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED 01 x 0 DAVIS BEWS DESIGN GROVP Uto 0 o to EST. 1994 fz= - 0 J��� 'A O5 M w N L 6 • 0 0 a meati 0-j rO U. ro 0o�ti Za 01 • JOB NUMBER 27001.227 • CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED 01 Lu to `-" 6 no am C7 z j u - a 0 o, z �^ •• ®° 0 ► �. •. C7 ao re 0 37 0 M 0 2585 •TI TLE • FLASHING DETAILS • SHEET • U. 3B3. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 fz= - Lu to `-" 6 no am C7 z j u - a 0 o, z �^ •• ®° 0 ► �. •. C7 ao re 0 37 0 M 0 2585 •TI TLE • FLASHING DETAILS • SHEET • U. 3B3. EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 314-1 BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE —1�+ ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING =' UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL / / '::>.;a, . ` :;;' ; .. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL SCORED COMPATIBILITY ' :as::.:''' ::....:::... RELEASE PAPER / �� SELF -ADHERED FLASHING BEFORE FOLDING SCORE SELF -ADHERED FLASHING EXTEND A MINIMUM B RELEASE PAPER TO EXPOSE VERTICALLY FROM .::.:..::::;;:.:....::......::.. ;;;:::.: �.. ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE / DETAIL WP02) / SELF -ADHERED FLASHING ~ / NAILING FLANGE SELF-ADHERED O DO NOT FLASH OVER / / SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT:CONT. GALV. "L" EXTEND MIN, OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A r.'...•.' LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE / ,_.:.::• J BY PLAN 61w "'; ' `'• FLASHING W/ TAR VERTICAL RISE OF Feet DIV ER FLASHING DRIP EDGE : •... ` FASCIA , :,;; • ,;,.> J •J FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH ` . ° HOLD EXTERIOR FINISH 2" ABOVE ROOF �.. e, n n n'.s� " at n ` FLASHING CAULKING >. FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. F ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 oxer FLASHING GALV:'^'FLASHING TYPICAL. ROOFING FELT ~—DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL SHEATHING K 2 DAVIS BEWS DESIGN GROVP TEXTURE WEATHER BARRIER RESISTIVE ACCORDANCE WITH ASTMC1063 WINDOW UNIT _ 7/16" O.S.B. DOOR ROUGH OPENING SHEATHING ._ .N N M L >'JM FINISH COAT CONT. GALV. "L" SLOPE BROWN COAT 31/2" 0.3in: 12.0 in FLASHING PER WOOD FRAME CONSTR. FLANGE 7/8" (6 cm : 305 cm ) 0.. e m SCRATCH COAT SELF -ADHERED FLASHING ::::..::.:;:.` 3/4"-l" BEAD OF CONSTR. MAINTAIN o BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING ° SELF -FURRING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN OVER ROOF LATH WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR SHINGLES W/ TAR OR EQUAL WEATHER PROOF CAULKING ELEVATIONS WITH APPROVED ` s CEMT. FIN. TWO LAYERS WRB 2 UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS SELF -ADHERED FLASHING BUILDING PAPER ° WEEP SCREED PRE-ENGINEERED ROOF TERMINATE SELF SEAL TOPS OF JOISTS Ilw 4 WIRE LATH _ :.. ApNESIVE FLASWING UNDER DECKING - N '; (SEE DETAIL WP07) SUBFLOOR SHINGLE OVER AT LOUDER NOSE OF FLASHING WI TAR FLASHING —I . • M.U1.LO CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL SELF ADHESIVE RIM JOIST FLASHING PER FLASHING MANUFACTURES MASONRY BLOCK WALL SELF -ADHERED FLASHING OVER ROOF SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 314-1 BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE —1�+ ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING =' UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL / / '::>.;a, . ` :;;' ; .. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL SCORED COMPATIBILITY ' :as::.:''' ::....:::... RELEASE PAPER / �� SELF -ADHERED FLASHING BEFORE FOLDING SCORE SELF -ADHERED FLASHING EXTEND A MINIMUM B RELEASE PAPER TO EXPOSE VERTICALLY FROM .::.:..::::;;:.:....::......::.. ;;;:::.: �.. ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE / DETAIL WP02) / SELF -ADHERED FLASHING ~ / NAILING FLANGE SELF-ADHERED O DO NOT FLASH OVER / / SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT:CONT. GALV. "L" EXTEND MIN, OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A r.'...•.' LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE / ,_.:.::• J BY PLAN 61w "'; ' `'• FLASHING W/ TAR VERTICAL RISE OF Feet DIV ER FLASHING DRIP EDGE : •... ` FASCIA , :,;; • ,;,.> J •J FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH ` . ° HOLD EXTERIOR FINISH 2" ABOVE ROOF �.. e, n n n'.s� " at n ` FLASHING CAULKING >. FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. F ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 oxer FLASHING GALV:'^'FLASHING TYPICAL. ROOFING FELT ~—DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL METAL DRIP EDGE TO BE UNDER ThRF9 'yiy UNDERLAYMENT AT ROOF EAVES �N� SSOtis, cyl �LC,R , yqC vooF oe TYPICAL ROOF TO �� WALL FLASHING DETAIL ggT�LjO co� o\3R5E GooRS� gSN p"CN � 3Fz0 2ND G�uNS� RAKE METAL DRIP EDGE 2? z9 TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" O WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. ��— CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. ZZ—7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 K 2 DAVIS BEWS DESIGN GROVP APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN EST.1994� ACCORDANCE WITH ASTMC1063 0-1, p) BUILDING PAPER 7/16" O.S.B. FLASHING AT KNEEWALL SHEATHING ._ .N N M L >'JM \ CONT. GALV. "L" FLASHING 0 o U -0 31/2" 0� c0 FLASHING PER jL- N FLANGE 7/8" e m WEEP SCREED MANUFACTURES N MAINTAIN BOTTOM OF SPECIFICATIONS WEEP SCREED SEALANT r OVER ROOF ABOVE ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAIL S UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING WI TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER �E CONTRACT METAL DRIP EDGE TO BE UNDER ThRF9 'yiy UNDERLAYMENT AT ROOF EAVES �N� SSOtis, cyl �LC,R , yqC vooF oe TYPICAL ROOF TO �� WALL FLASHING DETAIL ggT�LjO co� o\3R5E GooRS� gSN p"CN � 3Fz0 2ND G�uNS� RAKE METAL DRIP EDGE 2? z9 TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" O WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. ��— CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. ZZ—7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 )UBLE JOIST :AM BELOW 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING - KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUTAND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE ®•®`o BLOCK SCREEDI/2"WEEP INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE — —.1. nein SELF -ADHERED " FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. K 2 DAVIS BEWS DESIGN GROVP APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN EST.1994� ACCORDANCE WITH ASTMC1063 0-1, p) BUILDING PAPER 7/16" O.S.B. SHEATHING ._ .N N M L >'JM METAL FLASHING 0 o U -0 31/2" 0� c0 UNPERFORATED jL- N FLANGE 7/8" e m WEEP SCREED �oo Z N d J MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING )UBLE JOIST :AM BELOW 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING - KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUTAND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE ®•®`o BLOCK SCREEDI/2"WEEP INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE — —.1. nein SELF -ADHERED " FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. • JOB NUMBER 27001.227 0 CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED m K 2 DAVIS BEWS DESIGN GROVP to r. V 0 t ° EST.1994� 0-1, p) ._ .N N M L >'JM 0 o U -0 0� c0 jL- N e m �oo Z N d J • JOB NUMBER 27001.227 0 CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED m Q Lo —c � z O a v C :.I >% LL. O • • _ U z •••••0 ®•• °®t 0 >m r■ir� 2585 • TI TLE • FLASHING DETAILS II 3 B4 II DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXA4A& FLORIDA 34677 813.925.1300 TF.L 813. 925. 1800 FAX WWW"AVISBEWS.COM TAMPA • DENVER EST.1994� Q Lo —c � z O a v C :.I >% LL. O • • _ U z •••••0 ®•• °®t 0 >m r■ir� 2585 • TI TLE • FLASHING DETAILS II 3 B4 II (2) A/C DISCONN. I L ---J L ---J GF.1. MASTER SU] <. OUTLET +14" GC. VERIFY (2) LV VIDEO PORTS MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT LECT ICAL < *-T- 5OURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE DUPLEX CONVENIENCE OUTLET \ DUPLEX OUTLET ABOVE COUNTER 150 STATE STR.Wr EAST OLUSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. .p. WEATHERPROOF DUPLEX OUTLET \.�.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET \ DUPLEX OUTLET IN FLOOR i Qi 220 VOLT OUTLET $ WALL SWITCH \ 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH >>J $ D DIMMER SWITCH GF.L COACH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE AT 48" LIGHT �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE — — — — — — — — ... RECESSED INCANDESCENT LIGHT FIXTURE a> C. LIGHT FIXTURE WITH PULL CHAIN \� TRAGIC LIGHT PLAN FOR NOTED FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN PANEL ;Q; EXHAUST FANLIGHT COMBINATION DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.G. 2011406.12 AND 406.13 ® ELECTRIC DOOR OPERATOR (OPTIONAL) m `0 ® CHIMES (OPTIONAL) I fO PUSHBUTTON SWITCH (OPTIONAL) 10 COPPER TO ® CARBON MONOXIDE DETECTOR sc SMOKE DETECTOR I so c SMOKE / CARBON MONO. COMBO DETECTOR K] TELEPHONE (OPTIONAL) 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY 0 TELEVISION (OPTIONAL) 0 THERMOSTAT ELECTRIC METER 08 COPPER TO RANGE ELECTRIC PANEL / - D16COMECT SWITCH ® SPEAKER (OPTIONAL) b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL c ? ROUGH -IN FOR OPT. CEILING FAN AT 4$ IRRIG. c , CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ COACH < ROUGH -IN FOR OPT. CEILING FAN LIGHT NOTES- -W.P. G.F.I. FOR I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEMPTER5 (GRI.) AS INDICATED T.U.G. 5ERVICE 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 MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING SWITCHES.... 42" RISER DIAGRAM OUTLETS ..... 1411 NOTE: TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN TELEVISION. . 1411 SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT 4/0 ALU. CABLE 5OURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE X N 150 STATE STR.Wr EAST OLUSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. MAIN DISCONNECT METER A/C COMBO - 5QUARE D i Qi DISC. 4. ALL BA AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING L >>J TTP. "14 AND 012 COPPER TO ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, REFER TO FLOOR 00 a> INSIDE LIGHTS AND OUTLETS CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFC.i. PLAN FOR NOTED MAIN DISC. Esh PANEL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.G. 2011406.12 AND 406.13 AMPS. REQUIRED m `0 10 COPPER TO WATER HEATER 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY UNDER3ROUND 08 COPPER TO RANGE ROOMS SHALL BE GF.C.I. PROTECTED (GPD. SERVICEBY POWER COMPANY w4 COPPER TO 5/8" GROUND ROD b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ALSO SERVICE TO BE BONDED ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, FB.CR - 5TH TO FOOTING STEEL 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 ELECTRICAL RISER DIAGRAM PURPOSES. NOTE: 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAW5 SHALL BE ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT ` JOB NUMBER 27001.227 ` CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED X N 150 STATE STR.Wr EAST OLUSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. C Lo U '� n0� V/7 i Qi y L >>J 66 °off • 00 a> o� Co Esh �Z_N m `0 00 Z N ` JOB NUMBER 27001.227 ` CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED 2585 , • T1 TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • ro 41— DAVIS BEWS DESIGN GROUP 150 STATE STR.Wr EAST OLUSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. ter: EST. 1994 o_� 2585 , • T1 TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • HORIZ f.AAVr Iln UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER C K m �a.r. WEATHERPROOF DUPLEX OUTLET ISO STATE STREET FAST OLMMAR, FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX WWW.DAVISBEWS.CAM TAMPA • E>Er T\/ER. AFI GROUND FAULT INTERRUPTER DUPLEX OUTLET Lo O Q-_ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET Jc`Yil�� DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET I o -, C; WALL SWITCH 13 THREE-WAY SWITCH D7JN 14 FOUR-WAY SWITCH — —� pEIL ID DIMMER SWITCH 00 -0� - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE m 0—� �O Y �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE E >t u. cA RECESSED INCANDESCENT LIGHT FIXTURE (D04 60 h c. LIGHT FIXTURE WITH PULL CHAIN ■ T Z C'4 V TRACK LIGHT FLUORESCENT LIGHT FIXTURE � 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PU5146UTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR OKE /CARBONM . COMBO DETECTOR s�TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THERMOSTAT rM ELECTRIC METER .M►. ELECTRIC PANEL –� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) � c ROUGH -IN FOR OPT. CEILING FAN v � c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G� ROUGH -IN FOR OPT. CEILING PAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEMPTERS (GF.I.) 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 ABY COUNTERTOP) TELEVISIOK ..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, LIVID ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. G.C. VERIFY ALL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 SMOKE DETECTORS TO BE HARD -WIRED 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * ROOMS SHALL BE G.P.C.I. PROTECTED (GF.). 8. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRP.A,10, N.E.C. 2011, P$CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUFINNG 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 LEFT • JOB NUMBER 27001.227 • CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED C K m ISO STATE STREET FAST OLMMAR, FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX WWW.DAVISBEWS.CAM TAMPA • E>Er T\/ER. �a EST. 1994 Lo O 0 Jc`Yil�� I o -, C; 6 D7JN 66 pEIL 00 -0� m 0—� �O Y E >t u. cA (D04 60 h ■ T Z C'4 V • JOB NUMBER 27001.227 • CAD FILE NAME LOT 304 TB ISSUED 06-14-17 REVISED 2585 " TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP ISO STATE STREET FAST OLMMAR, FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX WWW.DAVISBEWS.CAM TAMPA • E>Er T\/ER. �a EST. 1994 2585 " TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • Mt I AL L:VA I IIVta%'j I -UK USt VVI 1 h I'KttR'jUKt 1 KtA I tU VVUUU GENERAL NOTEy IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL vDEX O F DRAWINGS RAVIV INDEX FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE SHEET SHEET TITLE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER: PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1, ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 2/7/2017 SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 C r FIRST FLOOR FRAMING PLAN - SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS ORANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE S4.1 NOTES & CONNECTOR LEGEND 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE T E 6SF BERMIX OF EQUAL SPECIFICATIONS MAY BEHALL BE LAPPED AT LEAST 6" & CONTAIN AT EAST USEDONE IN LIEU OOS� WIRE WITHIN CALCULATED BY COMPONENTS AND. CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN S D 1 FOUNDATION DETAILS 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. S D2 GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTINGBARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY SD3 ©/� + GENERAL DETAILS S D4 / GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT SD5 TWO STORY DETAILS S D6 TWO STORY DETAILS ST1 STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: 3.OFASTOPPER. FASTENERS SHALL BE IN ACCORDANCE EN RS OTHER THAN NAILS AND TIMBER RIVETS ITH HALLSTM A 153. BE PERMITTED TO BE C) DECOKS$ 40 PSF D) STARSN= 40 PSF ES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE TRUSSES PER LOT TB -191 UPDATES P D n TES /'� NUMBER DATE DESCRIPTION ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES =15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: WIND SPEED (ULTIMATE) 139 mph INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133, 1 2/7/2017 SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) UPDATED PLAN TO INCLUDE ELEV C W/ BFS PSI (fm = 1900 PSI) GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 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 AREA TRUSSES PER LOT TB -296 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOWSILLS TO BE NO MORE THAN 111 GUARDRAILS IN -FILL COMPONENTS = 50 PSF 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 UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/ . 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL 2 3/1/2017 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BFS TRUSSES PER LOT TB -148 SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA C 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 UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3 3/2/2017 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE TRUSSES PER LOT TB -191 PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 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 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 12" O.C. MAX & 4" FROM CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE 4 3/15/2017 -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 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 TRUSSES PER LOT TB -290 FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 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 BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS 7. OVERHANGING CMU WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" MAX AND CELLS PER PLAN. COLUMNS BEAMS STUD z 2 2 E = 1,700,000 Ib/in U.N.O. E = 2;000,000 Ib/in U.N.O. E _ 1,500,000 Ib/in U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2650 Fb = 3000 Fb = 2200 COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 STRUCTURAL STEEL Fc 11= 3000 Fc ll= 3000 Fc II= 2100 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 450 Fc j = 900 Fc j = 450 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 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 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS, ATTACH W/ (2) 16d NAILS AT EACH TRUSS, OVERLAP BRACING AT LEAST 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 LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 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 CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS %6' UNO. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR(3)DAYS AND NO TABLE WITHIN BCSI-133). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14 DURING CONCRETE POURS GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND WIND SPEED (ULTIMATE) 139 mph INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) INTERNAL PRESSURE COEFFICIENT +/-0.18 DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133, 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", 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 AREA 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 WITHOUT VERIFICATION, PROVIDED ALL (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MANUFACTURER'S 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 ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE MIN. 7" EMBEDMENT. 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 BUILT UP STUD COLUMN 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 -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD z 2 2 E = 1,700,000 Ib/in U.N.O. E = 2;000,000 Ib/in U.N.O. E _ 1,500,000 Ib/in U.N.O. -FOR 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 = 2650 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. Ft = 1650 Ft = 1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc ll= 3000 Fc II= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 450 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. %6' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 Z WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) D - VALUE DENOTES SUCTION AREA O G 10 (+) 21.2 (+) 21.2 (- 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 -) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16"-0" x 7'-0" 18.4 (+)18 - + (-)20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 64 4 ,1 5 5 J✓" a 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 V-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 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W F- 0 0 U W 0 l U c 0 I N U M 0 w © c o ' z C5 U 0 m C ♦♦^^ V, W z co,cn rz8* a OW „si-i Z 06 Cl) a caw J Z V � P 1 Pi .e s [� r g o ig ~ o Ir c W Z O 0 o F- �y LLL � LU W v, f���^^ U m� 0 o � IH M z.J0 °- �aW 0 , 0000 N tv Co 0pJ Z ' U � -'- � Q0� 0 I-- CL EQ STRUCTURAL ENG CFG / BAD DRAFTING. -STRUCT: DJ QC CHECK AML JOB No TM - 2171072 SCALE: AS INDICATED DATE: 06/23/17 S1 w ► Cij��"®® �'®"s �® s® r Q O p® irs W n. (n C= Z s : 00 O to -: -J - '" C0 U_ D �•® �. ® �b �® Z Z ®P�® ♦ ILL1.4111 ®11111110,®®`® l U c 0 I N U M 0 w © c o ' z C5 U 0 m C ♦♦^^ V, W z co,cn rz8* a OW „si-i Z 06 Cl) a caw J Z V � P 1 Pi .e s [� r g o ig ~ o Ir c W Z O 0 o F- �y LLL � LU W v, f���^^ U m� 0 o � IH M z.J0 °- �aW 0 , 0000 N tv Co 0pJ Z ' U � -'- � Q0� 0 I-- CL EQ STRUCTURAL ENG CFG / BAD DRAFTING. -STRUCT: DJ QC CHECK AML JOB No TM - 2171072 SCALE: AS INDICATED DATE: 06/23/17 S1 0 M PAID I I A/C F 0 �LL U') O N -7=" n" FOUNDATION NOTES. W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE H LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR Z RECESSING DOOR SILLS. 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 1-- 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE CL SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W 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. W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED ry DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO , DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MFO9 AND MFI 0 ON SDI LO FOOTING STEP DOWN AND CORNER INFORMATION. OR STANDARD O ®``®® a 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE-Zz; ®®•r®U� cJi( Z SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH C? PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTIONJ_U cra(� 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 'U' o ®Q J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ®d, 4®® ®®r.••��``��` = Q IX CONTRACPROJECT pOR SHALL CONTACT THE ENGINEER PRIOR TO O NOT MEET OR EXCEED THE CAPACITY, THE GENERAL s®'�®® PR®fG®O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12 LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 'd 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 �„�,f PSF. o O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TOr 4-� r)rn DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE O f��Jl� N STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND a FOOTING SIZES PENDING DEPTH OF STEMWALL. U `�3� o 6 FOOTING SCHEDULE pq ° o O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Z a) 2O24'"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. • BARS & 3" MIN. COVER TO EDGE OF CONC. 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. Im 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. z BARS & 3" MIN. COVER TO EDGE OF CONC. O361'x36"x12" dp w/ #5's EQUALLY SPACED EA. Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. o +� V BARS & 3" MIN. COVER TO EDGE OF CONC. r� F 8 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. p LU w N 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z ss BARS & 3 MIN. COVER TO EDGE OF CONC. VCh - 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O Z U do �_ WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC.�.,.. J �2 ^ 54 x54 x16 dp w/#5's EQUALLY SPACED EA. g 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. <C, D BARS & 3" MIN. COVER TO EDGE OF CONC. Z E '�-� O Q a 6Q x60"" x16"" O dp w/#5 s EQUALLY SPACED EA. � Z U WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. I o LJ.) SYMBOLS LEGEND O Z 0 x -� o 0 F U. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. I j TO TIE BEAM (6'-8" O.C. MAX U.N.O.). LU 2' — • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. e INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. m � Z 0 11 M �Z o s -' 0X �aW �°o 0000 N m I- OWZ �W©o _ O H0E- n STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: AML JOB No. TM - 2171072 SCALE AS INDICATED DATE: 06/23/17 FOUNDATION PLAN_ 1/4'1=11-011 S 2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 -1- _ 11 i" i I i I I I 1! 11 9 I I II 1'. I I i SYMBOLS LEGEND LLI ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM (6'-8" O.C. MAX U.N.O.). O • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. O I— CL (1) #5 @ TOP, BOTTOM ❑ & @ 24" O.C. VERTICALLY BETWEEEN COLUMN & MAIN HOUSE CMU 0 FILLED CELL PLAN VIEW (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEEN COLUMN & MAIN HOUSE CMU SECTION VIEW 05j�k MASONRY COLUMN TIE IN 000 CO v o• °• • a O® _ � a — U n d C7 J 0 = <C • ,C) z 0 LL pa rr ll o V O 0r) vr � CV T- a O c ° � z � U '� G4�S z v� z 'Q m L Z It WC U -1fi8.� Q G LU rrr w W 0 4 zs • I maw Z 8 F=SgID z 0t [I<19 g a < ZX w CL..,...! zo a W g g FE> J 0 F Q � H f - LU W z U- p � 00O W Q U m � Z M ZO 0 Q W �°o , 0000 N I-- 0 J Z W p; LU op = O O ia— I=— IX STRUCTURAL ENG CFG / BAD DRAFTING -STRUCT: DJ QC CHECK: AML JOB No, TM - 2171072 ... SCALE AS INDICATED DOWEL PLACEMENT PLAN DATE: 06/23/17 1/4"=11 -off 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WALL LEGEND W Q = 9'-4" T.O.M. = INTERIOR/EXTERIOR O BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. W i cr_ ®® °` � Wt to 10 CC.. at Q .:m J ® Ocq ,( Q O as ILL c O • pc I O U �7 O O O O U V Q G9��lG U O Q Q m Z o W Ww Z 06 F- Z tj M iA z $o� Q J N��Z LL z o' Ss O<� 159 E u E F 0 O0 F—Uj —� LL W _ U)U) r Url m � Z O o n i� (? CO) Z ow J LL � Y O O°0O 2ND 0 J Z �W-jaO �.. O _._. p STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: AML JOB No. TM - 2171072 SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN � DATE: 06/2/17 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/4"=1`-0" S4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL44 BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL BW3 16 SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p Mrd. PT. 3 BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN COVER NOTES. BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN OV BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf Mrd. PT. 3 3 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN 6x6: ABU66 w/(12)16d NAILS &$" EPDXY ANCHOR WMIN. BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. 1160 plf 1 PT. FRAME TO FRAME 860 1000 ADJUST AS REQ'D TO MISS STUDS MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 3rd. 3140 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN HTT4 w/(18)16d x 22" NAILS &,g" EPDXY ANCHOR w/SIMP. BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN TO BEAM: SIMP. HUC410 w/(18)16d & BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf -1rd. PT. STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE, ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS 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 STANDARD NAIL (2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN 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 <8> 8x8 SYP #2 POST (1)ply TRUSS (10)1Od x 12"NAI LS 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL OF' COVER NOTES B2x10 ENGINEERED LUMBER COLUMN PER STRUCTUAL O3-1/2"x5-1/4" COVER NOTES. (2)ply 1900 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER NOTES. H10A 1015 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x9-1/2" COVER NOTES. FRAME TO FRAME ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER NOTES. HTS20 w/(24)1 Od x 12" NAILS 5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL OV COVER NOTES. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od ENGINEERED LUMBER COLUMN PER STRUCTURAL O7"x7" COVER NOTES. 3 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL (2)HTS20 w/(24)10d x 12" NAILS COVER NOTES. REQ'D. @ OPENING 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5 COVER NOTES. STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS &$" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)e" 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"x22" 10d .148" x 3" 12d .148" x 34' 16d .162" x 3"' 8d RING SHANK .113" x 2$" 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(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d 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" H2x10 META20 w/(7) 1 Od x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 (2)META16 OR (2)META20 2)2xl2 #2 SYP w/z' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 • U Z 2 (1)ply TRUSS (10)1Od x 12"NAI LS FRAME TO CMU (1)ply 1985 (1)ply 19$5 B2x10 (2)ply TRUSS (12) 16d x 12 NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (2)ply 1900 (2)ply 1900 NAILS & (18)4"x23' TAPCONS H10A w/(18)10d x 1' NAILS OR H10A 1015 H10A 1340 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H1OA-2 1070 H10A-2 1245 H5.5xl 1.25 HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x23' TAPCONS PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING TO POST: SIMP. HTS20 OR LSTA18 Q (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 2 MTS 12 w/(14)10d x 1z' NAILS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & 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 Q HTT4 w/(18)16d x 22" NAILS &,g" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR WSIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT. NAILS & (18)4"x24" TAPCONS 11 HTSM16 w/(8)1 Od NAILS & (4)4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 1 Od NAILS & a" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS EPDXY MIN. 7 EMBED. CMU HTT4 w/(18) 16d x 2j" NAILS w e' EPDXY ANCHOR WSIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4235 (18)#10x12" SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)1 Od x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" FRAME TO CMU 2420 2800 TAPCONS 22 SIMPSON HGUS 5.50/10 W/ (62) 16d NAILS GIRDER 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 W1(6)16d 1 d 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) 1 Od NAILS & 8" EPDXY ANCHOR WSIMP. 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 TRUSSESMOISTS 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 21001bs, 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 #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS@12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8, SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 UJ TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" H2x10 PLATE TAPCONS O Z ®w ON MASONRY: (1) SIMP. MSTAM24 H2x12 2)2xl2 #2 SYP w/z' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 • U Z •� `[ •g TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3.5x7.25 PLATE NAILS & (18)4"x23' TAPCONS ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 O IL ,"miltISR® TO BEAM: SIMP. HUC410 w/(18)16d & H5.5xl 1.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3x12 PLATE NAILS & (18)4"x23' TAPCONS PLATE BETWEEN PLIES ON MASONRY: (2) SIMP. MSTAM24 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH TO BEAM: SIMP. HUC410 w/(18)16d & V-0" TO T-11" 1 (10) 10d NAILS B3.5xl 1.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od 8'-0" TO 9'-11" 2 NAILS & (18)4'x23' TAPCONS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"40" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) UJ 16d NAILS H2x8 (2)2x8 #2 SYP Wj'" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) co 16d NAILS H2x10 2)2x10 #2 SYP w/g' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) O Z ®w 16d NAILS H2x12 2)2xl2 #2 SYP w/z' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) • U Z •� `[ •g 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) Z ®'• 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) O IL ,"miltISR® 16d NAILS H5.5xl 1.25 (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 T-11" 1 1 4'-0" TO T-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24 O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO, 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8 TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.)FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED H BE INDICATED ON THE TRUSS SHOP DRAWINGS. AREAS. THIS LOADS SHOULD S A 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 SES TOS SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF U ( US ) 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) 1 Od TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE ", AILS SPACING SHALL BE 6 ON EDGESAND 12 IN FIELD EQUIVALENT TO HAND DRIVEN N NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER: 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND, 1/4"=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. w O CILF- LL W 0 Uo 0 C Q 01ZbOl ce) a U ��D c)N MM o va W Oa U ° aw • z �zlm G 0 z am O Z a h- 0 C) W ���' c Wa'" n W o� 0 z Z ZZ SF�dm O W =Zg U) a X A 0 z Q<uiww 0 w o� < LU�� z 6 W LU ° LLJ _ m 0 Z 0c2pCV) C 11 ZJO 0 W � 0 W Loo 0000 o Z W � p 0 0 00 N2N W CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: AML JOB No. TM - 2171072 SCALE: AS INDICATED DATE: 06/23/17 S4.1 /009000 V- l/�e®�®'® UJ •®®®Y/� ®� co ��a• LL. ""w O Z ®w ®p _ ; g� U • U Z •� `[ •g .a Z ®'• Z 0 w W ®....••® 5®` fid` ®®�® ®®® O IL ,"miltISR® Uo 0 C Q 01ZbOl ce) a U ��D c)N MM o va W Oa U ° aw • z �zlm G 0 z am O Z a h- 0 C) W ���' c Wa'" n W o� 0 z Z ZZ SF�dm O W =Zg U) a X A 0 z Q<uiww 0 w o� < LU�� z 6 W LU ° LLJ _ m 0 Z 0c2pCV) C 11 ZJO 0 W � 0 W Loo 0000 o Z W � p 0 0 00 N2N W CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: AML JOB No. TM - 2171072 SCALE: AS INDICATED DATE: 06/23/17 S4.1 ti� qp J08 to J09 2 J10 J11 J1.1 J10 N J09 J08 STANDARD 2ND FLOOR FRAMING NOTES: W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE; 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTORTO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) Q 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ~ V W 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 #1/#2 16" O.C. MAX 16" O.C. MAX W 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX CD 00 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES '• ' ': � ( z co ©° u� r U =� W -l-,+ Q 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED ® j" p® Z Z 0 TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR O REQUIRED STUD SPACING. p �� ®�® -.j 2� SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS °°°°°° ®�� `�` U- & NAILING PATTERN. �®luta p� 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE "m NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF ...r_..� SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN � 1 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR o �••/ O REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ^ a f���0 Q 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. p" Z U O 0 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B Z U © �S�G U V FI �.�{� • Z Y z — v Q m 03' Z Z < (D to J W 3rZ rZg� a 06 d n ''F-0 o z SF9m n Q6 zg ppb (Dz iE U, O <-CW5 E U Q��. W U- zLL. � x -j p o h O � 0 W 8 m � Z O o �i M Z 0 0 � � J V� t( W �W)o 0000 N IY F— OwZ W J 0 _ O p STRUCTURAL ENG CFG / BAD DRAFTING -STRUCT: DJ QC CHECK: AML JOB No. TM - 2171072 SCALE: AS INDICATED ROOF FRAMING PLAN DATE: 06/23/17 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1'4"=1'-0" S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE F LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR 7 STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS __�__�-------- 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/ O 1 #5 DIA. REBAR �-- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE ADQ TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-011 CORNER AS REQ'D INDICATED IN GRADE 60 BAR SIZE ° '. i'• BEND 0 f• �.. ' LINTEL, #5 TO BE " . NO -SHEAR WALL T OPENING HOOK PER TYPI AL SHEAR WALL SEGMENT r•• HOOKED INTO 17/8 ,;"•' MD08 A /4 416 d 4 SIDE VERTICALS' 21/2 5 5/8 91/2 ° n • • TRANSOM OPENING 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 FRAME INFILL AROU 33/4 14 CL F 41/2 ° d ° a•q d d ° `;i 43/8 ° SEE DOWEL PLAN FOR ° B d ° . d ° e' / SEE WF01/SD1 FOR s in A e " ° ° Id• °•'I d ,' �i ' ��' +.rn •.ar.! Lr.+ ...:.a dam, d a �. . a —r � � w w LL z v d ... ,° O w A n°II 4° �I'o. N�<M~ J a ZBOTTOM ° ° M w STEEL IN LINTEL IF (2) 2X8 SYP#2 P.T. HEADER m SIDEWAYS. INDICATE - SHOULD HOOK INTO ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 ' DOOR OR WINDOW OPENING ° VERTICAL CELLS PER MD08°° d ; HANGER @ EA. END. W/ -° • . (14) 1/4" x 2-374" TAPCONS " TO MASONRY & (6) 10d NAILS TO HEADER YI ROUGH OPENING PER PLAN AJAd 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/ O 1 #5 DIA. REBAR �-- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE ADQ TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-011 SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE ° LENGTH '. i'• BEND 0 f• �.. ' . , " . NO -SHEAR WALL T OPENING "D, ,7 TYPI AL SHEAR WALL SEGMENT r•• ;: -LINTEL PER PLAN ' "�� •.., '., :.:�:,.: 17/8 ,;"•' 15 A /4 416 d 4 #4 21/2 5 5/8 91/2 ° n • • TRANSOM OPENING 121/2 24 #5 31/8 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/ O 1 #5 DIA. REBAR �-- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE ADQ TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-011 SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE ° LENGTH '. i'• BEND 0 f• �.. ' . , " . NO -SHEAR WALL T OPENING "D, ,7 TYPI AL SHEAR WALL SEGMENT r•• ;: -LINTEL PER PLAN ' "�� •.., '., :.:�:,.: 17/8 ,;"•' 15 2 /4 416 ,.r • ..dam t ;�a•'•ro : R• 4 #4 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/ O 1 #5 DIA. REBAR �-- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE ADQ TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-011 LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH '. i'• BEND 0 f• �.. ' . , 11 All "Bit licit "D, ,7 II A/4 lfcol r•• ;: -LINTEL PER PLAN ' "�� •.., '., :.:�:,.: 17/8 ,;"•' 15 2 /4 416 ,.r • ..dam t ;�a•'•ro : R• ' #4 21/2 5 5/8 91/2 �' ;. • • TRANSOM OPENING 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 FRAME INFILL AROU 33/4 14 30 41/2 81/16 181/2 WINDOW BY BUILDER `;i 43/8 9 13/16 SEE DOWEL PLAN FOR 35 51/4 .. / SEE WF01/SD1 FOR s FILLED CELL INFO. MIN. (1) IS REQ'D ON MORE INFO d EITHER SIDE U.N.O. . (2) 2X8 SYP#2 P.T. HEADER ----TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 ' DOOR OR WINDOW OPENING ; '.' ' HANGER @ EA. END. W/ MAX. OPENING 4 FT * , • . (14) 1/4" x 2-374" TAPCONS " TO MASONRY & (6) 10d NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 11 All "Bit licit "D, ,7 II A/4 lfcol 11 "8 #3 17/8 15 2 /4 416 91 /4 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEANOUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 0 M 6-4" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTELS STANDARD LINTEL NOTES o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32 -113/8F32-0 V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS, U.N.O. 3'-2" 1217 2165/1969 6113/2931 8672/45 00/6224 3, ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END. ALL RECESSED LINTELS TO HAVE MIN. 31-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 8" BEARING EA. END 4'-0" 860 1651/1349 5365/1999 7342/3123 10000 14249 4. LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT Z 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD p_ 8'-0" 354 726/699 1843/1625 3486/2255 6205/ 2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ry 9'-2" 315 618/635 1533 /1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. V 10'-0" 292 567/454 1366 /1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R,O. SPECIFICATIONS ON PLAN. DIMS U) 10'-8" 277 492/352 1254/1132 2193 /1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY LLI 11'-2" 255 471/352 1075 /1075 1838 /1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 0 12'-0" 239 418/297 1075 /1045 1838 /1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'-411 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439 / 0 16'4" 0 284/0 950/0 137910 1997/0 MATERIALS 18'-0" 0 211/0 75010 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSI. W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 146/0 550 /0 981/0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 220-8" 0 110/0 460/0 824/0 1147/0 RECESSED LINTELS -FILLED 4, CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE Ln CLEAR OPENING 8R6-1B/8R6-0B 8R14 -16/8R14-06 8R22-1B/8R22-OB STRENGTH = 1900 PSI. ®® ul 00 2'-4" 1694 /1694 3725/3280 5499/5421 5, REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ©��` •• ���s`�' D- 2'-811 1425 / 1425 3343/3280 4933/4933 RELAXATION. 7/32 WIRE PER ASTM A510. ��'® •••..7/,r�®ii Q o 3'-0" 1230/1230 2769/2769 4085/4085 •® � °® �. % U) z 3'-4" 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE oz " °' � = �° 4'-4" 846/833 2121/1716 3127/2839 P Fr' 'Q = C0 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / �® co C "�� g 6'-4" 526/434 1539 / 1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED *so ` Z 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ ®°•.••••®••..••• �� O 8'-4" 415/235 1 1152/1152 1 1694/1552 O 8F16-1B/1T 8RF6-1611T BOTTOM OF LINTEL CAVITY sp'��It PRQF�``LL 0 8F8-1B/1T T � 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1 B/1T NOMINAL HEIGHT 3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION. O 8F16-1B/1T NOMINAL WIDTH 0 TYPE DESIGNATION C4 0 8RF14-0B/1TO 11 CLEAR UQf�bl1 N �cof F 8F16-OB/1T 1-1/2 � �3J o 0 8F20-1B/1T MM Z #5 REBAR AT TOP MIN. (1) REQ'D W U 0 0 8F20-0B/1T U � <C z C.M.U. Z 4 c O 8RF22-1B/1T !22° GROUT U l L6 Z #5 REBAR AT BOTTOM OF LINTEL �` `� a'r G9� U O 8F24-1 B/1 T is CAVITY Z L O 8RF22-0B/1T ,�-------,� BOTTOM REINFORCING PROVIDED 0�� �• Q 7-5/8" ACTUAL IN LINTEL (VARIES) M 8F24-0B/1T 8"NOMINAL WIDTH m 8RF30-1B/1T FILLED ON O 8F32-1B/1T 1-1/2" CLEAR oa 8RF30-0B/1T e: y #5 REBAR AT TOP MIN. (1) REQ'D Z O 8F32 -0B/1T ¢ ¢ C,M.U. V 3'_211 _$11 71.411 0 8F38 -1 B/1T a0 Z LLI �O Z N� M^ 1 8'-4" 4 I_ 6'-4" 06 �� ax��� O 8F12 -1B/1T r" BOTTOM REINFORCING PROVIDED I 0 Z O $ F40 -0B/1T �* rs. .�.Lr Zp F 7-5/8" ACTUAL IN LINTEL (VARIES) Z N F O 8F8 -0B/1T 8" NOMINAL WIDTH _ Q 19 z g O UNFILLED J v E W O `� 0 �� SAFE LOAD TABLE NOTES F- a 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED � LU Z z U_ LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O �. J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 0 2. 0 = NOT RATED, W is 3, SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LLI 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR r -�— 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 FROM THE FACE OF SUPPORT. I ni 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. M 0 Z 0 C 11 M Z o O W ocLO0 , 000 Ln 0 W LL Q0 A ♦ Q. 'd♦ #3=2Y2" M VLu #4 = 2 YZ' STRUCTURAL ENG: CFG / BAD ° * $ ° = 2 Y21 RAFTING ... _ _.',._ 311(�#5 . _ .._"#6 -D q d " #7 = 3 2„-STRUCT: DJ d ° a ° • QC CHECK AML JOB No. TM - 2171072 SCALE: AS INDICATED. LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK D08 R C DATE: 06/23/17 SPLICE DETAIL LINTE L PLAN REBAR S5 SCALE: 3/4" = V-0.. � /Qrr_ � r_Orr COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO REQ'D (1) #5 FROM FTG. TO TIE BEAM SPLICE TO I'� TIE BEAM SPLICE TO 4 BE MIN. 25" GROUT BE MIN. 25" GROUT CELL SOLID CELL SOLID �I CONC. SLAB PER MASONRY WALL . MIN 4' MASONRY WALL SEE PLAN '� SEE PLAN .14 CONCRETE SLAB PER CONCRETE SLAB PER FOUNDATION PLAN I$ FOUNDATION PLAN s 1-1/2" COVER TYP. FOUNDATION PLAN I 21/4" VARIES a' a ° � SEE PLAN ° d .°d'tl .• q dtl I•e'' GRADE 00 _ _ d• 'dtl n dtl �.I'a 00 e. a I o GRADE U to in LU r I_.,.— a a a e ..I• i Q' P2 � . I —I I I—.:I'• = W �y er Q,. ..•, III �I O — °..q a•': �'. III OW< — 18 o —I I. tl •'_I_ - o < o z CONCRETE SLAB PER (2) #5 BARS CONT. III—I I -` (2) #5 BARS CONT. I I III—I — CLEAN COMPACTED W/ 3" COVER TYP. C CLEAN COMPACTED W/ 3" COVER TYP. 3� �IOV X21 FILL @ 95% STANDARD 3" OVER FILL @ 95% STANDARD DENSITY 811 1 �_4 DENSITY 8" 1' 4" FOUNDATION PLAN WHERE 2ND STORY OCCURS, FTG z WHERE 2ND STORY OCCURS, FTG 2x PT SILL PLATE SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 '-0 3/4"=1'-0 ♦® wT- 3/4"=1-013/4"=1'-0" 3/4"=1-0" 3/4"=13/4=1-01co 00 % a cs OPT. MASONRY CURB ®, � •® ® "" Z o @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D ® ®_. = cue ob CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS1r: <i = _j SLOPED GROUT TO w ; � 2 .� U •U • co DRAINMASONRY _ . w Z - a 4 dtl SEE PLAN WALL ®®'•••....••••®®� O OPTIONAL CURB BY MIN. 24" BEFORE ,�' I, .', . , d°''. I ♦ R F �®� II BUILDER CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP I < CONC. SLAB PER (1) #5 FROM FTG. TO ®//11111111 1101 `® z SLOPE CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. a ° FOUNDATION PLAN TIE BEAM MIN. 25" p- FOUNDATION PLAN w/ 3" COVER TYP. p 'I '4 i , #5 CONT. ,. *�°' PER MFG SPLICE GROUT CELL �e REINFORCEMENT SEE SOLID PER PLANS 8 ° P::. GRADE w o q . a4CL 14I d�.' FOUNDATION PLAN 1 U' ° I . r',I: 4a FOR QUANTITY I. � V O e a .ve .. tl -III—III III— - I—I. I • ; I. I I—I I ° °- '�° �,,,' • . d _ _.. _ w © d 4. • �,�' • d °o z r .f. .° <.71 .1.".... �.•.:Il,'. < THRESHOLD PER MFG a .a. d 44 w �of� ° .. , _ - =1 (1=) I I=III I I I I ( a _ _ _ a #5 x 25" x 25" CORNER d'e . e .. a r'. e� O M A4 A dtl e aBAR, ONE FOR EAe .�'•.- ° 4 e .L. w . I —I a a..'°.. = I I— I CONC. SLAB PER w I HORIZONTAL — _—I 1� = I I =1 I=1 I= 8" 1 8" I a ,a, . a. 4 a . — ;. '. • a ". ' .". 4 , REBAR, TYP. U.N.O. FOUNDATION PLAN I�• n 8 4 =I I d --) I- a q .... a Z °tlI °.— I I—I —III ; •III—III 11—I I —I 1 I-1 I I I w o e'er ,... .� .d a I I_I I __ ..e... _• d a° M 11 I— l III—III— I I—III—I I I M pq p IIaa1 _ (2) #5 BARS CONT. } n� A vp q �etl d. A�,� rr.j I I—III—I I ~ W d—III— _ I I ISI I I=III I— (2) #5 CONT. w/ 3" a 401 SLOPE W/ 3" COVER TYP.; @ 11.4„ • ° � � 2 -STORY CONDITION d " — — 16 MIN. — COVER TYP. PER MFG (3) #5 BARS w/ 20 q L) (2) #5 CONT. w! 3 I -- _—' III= SLOPE EXT. SURFACE " v O �p 11-4- (2) #5 BARS CONT. ih COVER TYP. I -III—III—III—III— —I (2) #5 BENT BARS w/ WIDE FOOTING z 9 04 U W/ 3'' COVER TYP. OR GRADE 1/4 PER CLEAN COMPACTED CLEAN COMPACTED MIN. 25 LAP SPLICE FOOT FILL @ 95% STANDARD BUILDING AY FROM 4 O FILL @ 95% STANDARDp � SHALL BE 1D' STORY OCCURS, FTG 3) #5 BARS DENSITY DENSITY ELASTOMERIC JOINT FILLER FO FOOTING SHOWER AT MASONRY FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL AR�TYPICAL CORNER BAR DETAIL (TOP VIEW) 41=1'�EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" DOWEL/611 WOOD POST PER PLAN T FILLED CELL PER PLAN EMBED. INTO MAIN ® FOR SIZE AND BASE FOOTING W SIMPSON 3/411 CONNECTION EPDXY @ 12" O.C. TOP COURSE TO BE CONCRETE STAIRS AS GARAGE 4�1-1/2" REQ'D PER GRADE W/ CHAIR BLOCKS. MIN (1) #5 BAR ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" CLEAR CONC. SLAB PER CLEAR NOSING @ TOP VIEW @ CORNER FILLED SOLID SEE ELEVATION FOUNDATION PLAN FOUNDATION PLAN CMU BASE w/(1)#5 e., �, . r.m. a. ,a. �„'� 4:, SEE GARAGE WALL VERTICAL @ EACH - , , df.. - : • . at.. PLAN BEYOND CORNER. SEE FLR. tl `? - O �,. 4 °. q —I •. .4.. r... �i M— CONC. SLAB PER PLAN FOR BASE SIZE �a z (2) #5 DIA. BARS @TOP I_ I I : , ¢ (2) #5 DIA. BARS @TOP , �° FOUNDATION d� _ e . PLAN _ I DRIVEWAY BY d' O WHEN MONO DEPTH = o . , g WHEN MONO DEPTH w BUILDER- CONCRETE H 11 —I ti I " I O I -I i .. Lq. cn n z 0 SEE FOUNDATION FOR ¢ EXCEEDS 26 , IF _ a N,d ~ DEPTHEXCEED 26" THESE O 3/4" _._..___-._...� M OR PAVERS PAD SIZE I ' q ' I w DEPTH � 26" THESE — CONC. SLAB OR d 4 ! BARS ARE NOT REQ'D I °I ' a' ° I BARS ARE NOT REQ'D I I— °� a -�*, i- o <*� 7% 7`77 �; GRA E ~ GRADE ° a d O w #3 STIRRUPS 48" —III I I ' _ #3 STIRRUPS @ 48 d as . a PAVERS PER PLAN I... a 4 o4.I U @ =1 I.' — O.C. WHEN MONO =III --I A. = I I z O.C. WHEN MONO _— ` . . 4• 4I 'd I =I_ -=I z_ . •. ". I' I , `� DEPTH EXCEEDS 26", :II=III I ; " • i < _ _ ( g DEPTH EXCEEDS 26", —III I ` I=III=� I- ' e —1- 4 A d tl. " " I = 64..E ice•:. N 20"x8" I—�—�...— � -- I-) I - CLEAN COMPACTED a:: _ .. .: s• • ' ,.4 : ' �. I (' IF DEPTH < 26 THESE • _ _ :��...� �; L�11: • . I I =1 I N IF DEPTH < 26 THESE �I ,' I (I=I — (- -III = _) I) I I (— 1' FILL @ 95% STANDARD — I; e A°'d•. BARS ARE NOT REQ'D 1=� p ° • = I ' BARS ARE NOT REQ'D THICKENED—IIIIII=1 I I I ' DENSITY a �. a III — - EDGE W/ (2) #5 I I= d . L�< !.L..,..,� L� =III— CLEAN COMPACTED (2) #5 BARS CONT. W/ CLEAN COMPACTED CONTINUOUS 1'-8" 3" COVER TYP. CLEAN COMPACTED d �' a .• = 2) #5 BARS CONT. W/ ; , V FILL N CO% STANDARD 1= — — 4�I I 3" COVER TYP. V-411 FILL @ 95% STANDARD 3" COVER TYP. 1 _4 FILL @ 95% STANDARD DENSITY DENSITY DENSITY % AF1)),THICKENED EDGE @ GARAGE DOOR fiF 1 FOOTING @ ENTRY MASONRY COLUMN 4F2kDEEP MONOLITHIC FOOTING fiF2 DEEP MONOLITHIC FOOTING W/ STAIR 3/4"=1'-011 3/411=1'-0" 3/411=11-0" 3/4"=1'-011 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION a' d d !O . Q d 4_ . 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE -- FINISH PER ELEV. CENTERED AT PIPE I CONC. SLAB PER 8 C.M.U. FINISH PERPENETRATION I — I III=I FOUNDATION PLAN FINISH FLOOR ELEV. -00 I I o • 4 a — II z _ PENETRATING FINISH FLOOR —_I —_ d -`I • s . RADE PIPE PENETRATING PIPE ;III—III— 4 a — I I ISEE FDIN. i I_ _ LOOP TIE (TYP.) o ° . a — '° a •° `�`"' —I I SIZE & REINF. @�MIII µI_=I I= .. •' I I -=I I=I I = PIPE PERPENDICULAR TO FND PVC SLEEVE MIN. I I I —I —I I — - FOOTING PER PLAN z _— I I=I — =I —I I— I IM DIAMETER TO BE 2 I-1 I I- I I 1=1 I I- L' PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN THAN THE FILL @ 95% STANDARD _I I I I -I I = SEFOR SIZE N I I (III PENETRATING PIPE (SIDE VIEW) DENSITY _ FRONT VIEW PVC SLEEVE ' & REINF• I-1 PIPE VERTICAL THRU FDN TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" 3/4"=1'-011 ♦ ^ �I! a g W w06� 0 0 O Z � v O p bus J o z�� o I-- Z O W o = LL m � Z OC Z Z 0 O w J N� w LLJ LOO 0000 F4 (� �— 0wZ ..I�� W �_j„ ID 0 ...�., O 0 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT DJ QC CHECK: AML JOB No. TM - 2171072 SCALE AS INDICATED DATE: 06/23/17 NOT USED 3/4"=1'-0" - - -- C D 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. i i i u f1i i Ii I I I' II II'If i REQ'D BELOW U) CONC. SLAB PER " (1) #5 CONT, w/ 1-1/2 MIN 4' CONC. SLAB PER I FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. FOUNDATION PLAN I 21/4" CONC. SLAB PER z CONCRETE SLAB PER w FOUNDATION PLAN g FOUNDATION PLAN a z z > 2x PT SILL PLATE 2x P.T. SILL PLATE ct w Iw a a . `• d %°. d' III, ..1. .I 4 • 4II ;I1 °.• d•,. tl o ... .•.4I 0 d . A' ,' ' ..d_— .. . _._ . •_I d _ I I►I1 —I -11=I--I �—I_I•_ II- I .—I ,° ...I : 00 .7._—_. I _— °° II __4 _� I_—_--I �-_I I I._-a---_� � I—tlI �—;III _ —,I" _—° __, LI_- I— IQI11 _ _FI I—I I CONT. 1 W w 1° 11 O .; ol CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTEDCLEAN 2 -STORY COND. (3) #5 BARS REQ'D & FTG TO COMPACTED FILL 95% STANDARD U COVER TYP.; AT 6 8 8 FILL @ 95% STANDARD BE 20WIDE FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. w/ 3" M 2 -STORY COND. (3) #5 DENSITY DENSITY COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE 1 W � NON—BEARING SLAB STEP DOWN #FO4�DOUBLE STEP FOOTING #FO BEARING SLAB STEP DOWN fiFO FOOTING AT INTERIOR BEARING ®11®LO �®® '-0 3/4"=1'-0 ♦® wT- 3/4"=1-013/4"=1'-0" 3/4"=1-0" 3/4"=13/4=1-01co 00 % a cs OPT. MASONRY CURB ®, � •® ® "" Z o @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D ® ®_. = cue ob CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS1r: <i = _j SLOPED GROUT TO w ; � 2 .� U •U • co DRAINMASONRY _ . w Z - a 4 dtl SEE PLAN WALL ®®'•••....••••®®� O OPTIONAL CURB BY MIN. 24" BEFORE ,�' I, .', . , d°''. I ♦ R F �®� II BUILDER CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP I < CONC. SLAB PER (1) #5 FROM FTG. TO ®//11111111 1101 `® z SLOPE CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. a ° FOUNDATION PLAN TIE BEAM MIN. 25" p- FOUNDATION PLAN w/ 3" COVER TYP. p 'I '4 i , #5 CONT. ,. *�°' PER MFG SPLICE GROUT CELL �e REINFORCEMENT SEE SOLID PER PLANS 8 ° P::. GRADE w o q . a4CL 14I d�.' FOUNDATION PLAN 1 U' ° I . r',I: 4a FOR QUANTITY I. � V O e a .ve .. tl -III—III III— - I—I. I • ; I. I I—I I ° °- '�° �,,,' • . d _ _.. _ w © d 4. • �,�' • d °o z r .f. .° <.71 .1.".... �.•.:Il,'. < THRESHOLD PER MFG a .a. d 44 w �of� ° .. , _ - =1 (1=) I I=III I I I I ( a _ _ _ a #5 x 25" x 25" CORNER d'e . e .. a r'. e� O M A4 A dtl e aBAR, ONE FOR EAe .�'•.- ° 4 e .L. w . I —I a a..'°.. = I I— I CONC. SLAB PER w I HORIZONTAL — _—I 1� = I I =1 I=1 I= 8" 1 8" I a ,a, . a. 4 a . — ;. '. • a ". ' .". 4 , REBAR, TYP. U.N.O. FOUNDATION PLAN I�• n 8 4 =I I d --) I- a q .... a Z °tlI °.— I I—I —III ; •III—III 11—I I —I 1 I-1 I I I w o e'er ,... .� .d a I I_I I __ ..e... _• d a° M 11 I— l III—III— I I—III—I I I M pq p IIaa1 _ (2) #5 BARS CONT. } n� A vp q �etl d. A�,� rr.j I I—III—I I ~ W d—III— _ I I ISI I I=III I— (2) #5 CONT. w/ 3" a 401 SLOPE W/ 3" COVER TYP.; @ 11.4„ • ° � � 2 -STORY CONDITION d " — — 16 MIN. — COVER TYP. PER MFG (3) #5 BARS w/ 20 q L) (2) #5 CONT. w! 3 I -- _—' III= SLOPE EXT. SURFACE " v O �p 11-4- (2) #5 BARS CONT. ih COVER TYP. I -III—III—III—III— —I (2) #5 BENT BARS w/ WIDE FOOTING z 9 04 U W/ 3'' COVER TYP. OR GRADE 1/4 PER CLEAN COMPACTED CLEAN COMPACTED MIN. 25 LAP SPLICE FOOT FILL @ 95% STANDARD BUILDING AY FROM 4 O FILL @ 95% STANDARDp � SHALL BE 1D' STORY OCCURS, FTG 3) #5 BARS DENSITY DENSITY ELASTOMERIC JOINT FILLER FO FOOTING SHOWER AT MASONRY FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL AR�TYPICAL CORNER BAR DETAIL (TOP VIEW) 41=1'�EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" DOWEL/611 WOOD POST PER PLAN T FILLED CELL PER PLAN EMBED. INTO MAIN ® FOR SIZE AND BASE FOOTING W SIMPSON 3/411 CONNECTION EPDXY @ 12" O.C. TOP COURSE TO BE CONCRETE STAIRS AS GARAGE 4�1-1/2" REQ'D PER GRADE W/ CHAIR BLOCKS. MIN (1) #5 BAR ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" CLEAR CONC. SLAB PER CLEAR NOSING @ TOP VIEW @ CORNER FILLED SOLID SEE ELEVATION FOUNDATION PLAN FOUNDATION PLAN CMU BASE w/(1)#5 e., �, . r.m. a. ,a. �„'� 4:, SEE GARAGE WALL VERTICAL @ EACH - , , df.. - : • . at.. PLAN BEYOND CORNER. SEE FLR. tl `? - O �,. 4 °. q —I •. .4.. r... �i M— CONC. SLAB PER PLAN FOR BASE SIZE �a z (2) #5 DIA. BARS @TOP I_ I I : , ¢ (2) #5 DIA. BARS @TOP , �° FOUNDATION d� _ e . PLAN _ I DRIVEWAY BY d' O WHEN MONO DEPTH = o . , g WHEN MONO DEPTH w BUILDER- CONCRETE H 11 —I ti I " I O I -I i .. Lq. cn n z 0 SEE FOUNDATION FOR ¢ EXCEEDS 26 , IF _ a N,d ~ DEPTHEXCEED 26" THESE O 3/4" _._..___-._...� M OR PAVERS PAD SIZE I ' q ' I w DEPTH � 26" THESE — CONC. SLAB OR d 4 ! BARS ARE NOT REQ'D I °I ' a' ° I BARS ARE NOT REQ'D I I— °� a -�*, i- o <*� 7% 7`77 �; GRA E ~ GRADE ° a d O w #3 STIRRUPS 48" —III I I ' _ #3 STIRRUPS @ 48 d as . a PAVERS PER PLAN I... a 4 o4.I U @ =1 I.' — O.C. WHEN MONO =III --I A. = I I z O.C. WHEN MONO _— ` . . 4• 4I 'd I =I_ -=I z_ . •. ". I' I , `� DEPTH EXCEEDS 26", :II=III I ; " • i < _ _ ( g DEPTH EXCEEDS 26", —III I ` I=III=� I- ' e —1- 4 A d tl. " " I = 64..E ice•:. N 20"x8" I—�—�...— � -- I-) I - CLEAN COMPACTED a:: _ .. .: s• • ' ,.4 : ' �. I (' IF DEPTH < 26 THESE • _ _ :��...� �; L�11: • . I I =1 I N IF DEPTH < 26 THESE �I ,' I (I=I — (- -III = _) I) I I (— 1' FILL @ 95% STANDARD — I; e A°'d•. BARS ARE NOT REQ'D 1=� p ° • = I ' BARS ARE NOT REQ'D THICKENED—IIIIII=1 I I I ' DENSITY a �. a III — - EDGE W/ (2) #5 I I= d . L�< !.L..,..,� L� =III— CLEAN COMPACTED (2) #5 BARS CONT. W/ CLEAN COMPACTED CONTINUOUS 1'-8" 3" COVER TYP. CLEAN COMPACTED d �' a .• = 2) #5 BARS CONT. W/ ; , V FILL N CO% STANDARD 1= — — 4�I I 3" COVER TYP. V-411 FILL @ 95% STANDARD 3" COVER TYP. 1 _4 FILL @ 95% STANDARD DENSITY DENSITY DENSITY % AF1)),THICKENED EDGE @ GARAGE DOOR fiF 1 FOOTING @ ENTRY MASONRY COLUMN 4F2kDEEP MONOLITHIC FOOTING fiF2 DEEP MONOLITHIC FOOTING W/ STAIR 3/4"=1'-011 3/411=1'-0" 3/411=11-0" 3/4"=1'-011 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION a' d d !O . Q d 4_ . 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE -- FINISH PER ELEV. CENTERED AT PIPE I CONC. SLAB PER 8 C.M.U. FINISH PERPENETRATION I — I III=I FOUNDATION PLAN FINISH FLOOR ELEV. -00 I I o • 4 a — II z _ PENETRATING FINISH FLOOR —_I —_ d -`I • s . RADE PIPE PENETRATING PIPE ;III—III— 4 a — I I ISEE FDIN. i I_ _ LOOP TIE (TYP.) o ° . a — '° a •° `�`"' —I I SIZE & REINF. @�MIII µI_=I I= .. •' I I -=I I=I I = PIPE PERPENDICULAR TO FND PVC SLEEVE MIN. I I I —I —I I — - FOOTING PER PLAN z _— I I=I — =I —I I— I IM DIAMETER TO BE 2 I-1 I I- I I 1=1 I I- L' PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN THAN THE FILL @ 95% STANDARD _I I I I -I I = SEFOR SIZE N I I (III PENETRATING PIPE (SIDE VIEW) DENSITY _ FRONT VIEW PVC SLEEVE ' & REINF• I-1 PIPE VERTICAL THRU FDN TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" 3/4"=1'-011 ♦ ^ �I! a g W w06� 0 0 O Z � v O p bus J o z�� o I-- Z O W o = LL m � Z OC Z Z 0 O w J N� w LLJ LOO 0000 F4 (� �— 0wZ ..I�� W �_j„ ID 0 ...�., O 0 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT DJ QC CHECK: AML JOB No. TM - 2171072 SCALE AS INDICATED DATE: 06/23/17 NOT USED 3/4"=1'-0" - - -- C D 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. i i i u f1i i Ii I I I' II II'If i W U.1 1. MIN. (6)1/2"x5"TITEN HD W13-112" MIN. EMBED. (2) 2x TOP PLATE W/ 2. MIN. (6)1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD WI (3) 12d END NAILS TO LAST STUD 4-1/2" MIN, EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV, USE TYPICAL TIE BEAM w/ 3000 psi .:�; • PROVIDE STANDARD 2"xT SQUARE WASHER ,. 2x6x12 P.T. SYP #2 CENTER CONC. w/ 1 #5 REBAR CONT. ;•.. • U HOOK BUCK SEE PLAN FOR WALL •� ( ) ' d: a: •• �.' _ 1/2" J -B LT w/ 51/2" EMBED. FRAMING INFO •� •TD HOOK . • > __..........__ I 2x P.T.PTSYP #2 NAIL 1/4"x2-3/4" TAPCONS @ 24"BLOCKING PER BRG 2x PT STUD OR ALTERNATE 1x PT ( O.C. & 4" FROM ENDS WALL SCHEDULE AQ FURRING TO CMU W/ 2x FRAMING PER .. -- .�- . 1 1%2 " OF OPENING ANCHOR NOTT PERMITTED PLAN . (1) #5 IN TIE BEAM 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 ' U.N.O.Cn _ ....._ ....._ _ . F.F. & 6" BELOW TOP OF (1) #5 VERTICAL IN '� u THREADED ROD PER C a BUCK. SPACE REMAINING (4) EQ. SPACED "TITEN HD ANCHORS w/ <' u- -- PLANS. MIN. 6" FROM GROUT FILLED CELL (IF _ ,�, ANCHORS @ 24" O.C. MAX MIN. 1 4" EMBEDMENT FOR HOLLOW REQ'D PER PLAN co END OF BRG. WALL/ „ : BLOCK OR 3 1/2 EMBEDMENT FOR SOLID ,' ' 45 DEG. BEVEL CUT 2x6 P.T. MASONRY WALL f _ n " SYP #2 BUCK END 1 112" BLOCK. MAX. 6" FROM TOP AND BOTTOM NOTE: SEE MD08 ON m O U- OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" I— m w .--__. -. ABOVE GARAGE F.F., EA. LINTEL PLAN FOR -' m... ¢ BASE PLATE aI FROM TOP AND BOTTOM AND 12 O.C. SIDE OF OPENING BETWEEN ADDIT'L REBAR INFO m a CONNECTION PER BRG i NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMU •' '. SECTION ATTACHMENT LOCATIONS PT BASE PLATE PER GARAGE DOOR MFR.'S VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS DO BEARING/ SHEARWALL CONNECTION TO CMU PRECAST LIN I "^" PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d T NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. Ic 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER N THIS SHEET ARCH WINDOW FRAMING DETAILS ,m TRUSSES PER PLAN @ ---�� 24" O. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROMy~_�``----� �4 TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE------�_ 1/2" J -BOLT OR THREADED ROD W/ SIMPSON SET -XP EPDXY @ 32" O.C. & 6" FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED, TO CMU & 2" X 2" X 1/8" SQUARE WASHERS. TOP KNOCK OUT COURSE W/ (1) #5 CONT. fiF71))IKNEEWALL ABOVE MASONRY WALL 3/4 = I -U (MAX. 170C) 1/2.'=1V_0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU --r— HEADER (SEE PLAN 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 12 (TYP) SEE ELEV. DOUBLE 2x TOP PLATE !i< 1 "=1'-0" F01 DORMER FRAMING DETAIL 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 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/ SIZE I I (2) 2x #2 SYP SEE PLAN (1) #5 BAR IN PRECAST MIN. ILOCKING ATTACH TO STRUCTURALSTRUCTURAL TTO BE INSTALLED WITHIN REQ'D @ TOP CHORD. SCAB IN EACH TRUSS SHEATHING ON BOTH IF NO WEB IS PRESENT I SHEATHING ON BOTH 716" OSB W/ (2) 8d •�� ��: AT EACH TRUSS SIDES FROM TOP OF LINTEL WALL TO BOTTOM OF LENGTH OF 4" MIN. FROM 1-112" OF HEAD JOINT '/16" OSB EACH SIDE, BEAM. ATTACHED PER 2x4 #2 SYP RAT RUN RADIUS AS REQ'D BEAM. ATTACHED PER :. TYPICAL FILLED CELL x 3 1/4" I NAILING SCHEDULE LAP W/ (2) 16d NAILS MAX 48" BETWEEN TRUSSES TO EACH TRUSS. TYP TOENAILED TO FACE OF CMU DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. STANDARD TRUSS c4 w/ 3000 psi CONC. w/(1) '• �, ij• FRAMED WALL PER (2) #5's VERTICAL IN --_ PERP. SHEARWALL CONNECTION TO TRUSS MIN. (6)112" DIAMETER #5 REBAR VERT. , GROUT FILLED CELL I J -BOLTS USING 2"X2" SQ. VERIFY w! PLAN FOR WASHERS & 5-1/2" MIN. 4 '.. REQ'D LOCATIONS EMBED. AT EA. 2x6 P.T. DOOR EA. SIDE OF-0PENING. ENTIRE COLUMN TO a - FIRSTBUCK, (BOTTOM CMU WALL PER PLAN . 1 . BE GROUT FILLED TOP) 8A MAX ABOVE GARAGE NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL ' U.N.O.Cn _ ....._ ....._ _ . F.F. & 6" BELOW TOP OF (1) #5 VERTICAL IN '� u THREADED ROD PER C a BUCK. SPACE REMAINING (4) EQ. SPACED "TITEN HD ANCHORS w/ <' u- -- PLANS. MIN. 6" FROM GROUT FILLED CELL (IF _ ,�, ANCHORS @ 24" O.C. MAX MIN. 1 4" EMBEDMENT FOR HOLLOW REQ'D PER PLAN co END OF BRG. WALL/ „ : BLOCK OR 3 1/2 EMBEDMENT FOR SOLID ,' ' 45 DEG. BEVEL CUT 2x6 P.T. MASONRY WALL f _ n " SYP #2 BUCK END 1 112" BLOCK. MAX. 6" FROM TOP AND BOTTOM NOTE: SEE MD08 ON m O U- OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" I— m w .--__. -. ABOVE GARAGE F.F., EA. LINTEL PLAN FOR -' m... ¢ BASE PLATE aI FROM TOP AND BOTTOM AND 12 O.C. SIDE OF OPENING BETWEEN ADDIT'L REBAR INFO m a CONNECTION PER BRG i NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMU •' '. SECTION ATTACHMENT LOCATIONS PT BASE PLATE PER GARAGE DOOR MFR.'S VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS DO BEARING/ SHEARWALL CONNECTION TO CMU PRECAST LIN I "^" PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d T NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. Ic 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER N THIS SHEET ARCH WINDOW FRAMING DETAILS ,m TRUSSES PER PLAN @ ---�� 24" O. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROMy~_�``----� �4 TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE------�_ 1/2" J -BOLT OR THREADED ROD W/ SIMPSON SET -XP EPDXY @ 32" O.C. & 6" FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED, TO CMU & 2" X 2" X 1/8" SQUARE WASHERS. TOP KNOCK OUT COURSE W/ (1) #5 CONT. fiF71))IKNEEWALL ABOVE MASONRY WALL 3/4 = I -U (MAX. 170C) 1/2.'=1V_0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU --r— HEADER (SEE PLAN 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 12 (TYP) SEE ELEV. DOUBLE 2x TOP PLATE !i< 1 "=1'-0" F01 DORMER FRAMING DETAIL 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 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/ SIZE I I (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE — WALL WITH STUDS @ 16" Q.C. W/ CHORD WITH (4) 10d ILOCKING ATTACH TO STRUCTURALSTRUCTURAL 2x4 #2 SYP BLOCKING FOR BEAM SIZE REQ'D @ TOP CHORD. SCAB IN EACH TRUSS SHEATHING ON BOTH IF NO WEB IS PRESENT I SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF x AT EACH TRUSS SIDES FROM TOP OF JAILS WALL TO BOTTOM OF LENGTH OF I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER 2x4 #2 SYP RAT RUN RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" 0 C NAILING SCHEDULE x 3 1/4" I NAILING SCHEDULE TO SIDE & TOP NAILER 2x BUCKS, OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiFO) KNEEWALL AT DOWNSET BEAM SIZE NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL x AT EACH TRUSS 2 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL 2x4 NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C x 3 1/4" LOCATION. MIN (3) BAY MIN. 24" 2x4 BLOCKING LAP W/ (2) 16d NAILS MAX 48" BETWEEN TRUSSES TO EACH TRUSS. TYP TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. STANDARD TRUSS TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES 3/4"=1'-0" /,✓ 2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F ROOF SHEATHING FOR STRAP CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p \ D TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS \. BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY H A K FRAMING DETAIL G DOUBLE TOP PLATE \ B H SIMPSON H3, H4; OR H5 @ EA. END OF TRUSS OR \ ; C RAFTER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ \ ° E J STRUCTURAL SHEATHING PER PLAN AND ROOF \ FINISH PER ARCHSFIN OCURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 /16" x 2 1/4" " 1x8 3/16" x 2 2x4 3/16" x 3 1/4" 12" O.C. 1 x 3/16" x 3 1/4" " 2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: LOCATION PER PLAN 1. 2x SYP #2 P.T, BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID W GROUTED CMU. Uj 6. WINDOW OR DOOR INSTALLATION BY OTHERS ®®,®®�►a01e'es�rd®® LO 1 /2"=1'-0IL 00 " �j> °<i® W coo ••® •• e�'j� �, r - SHEATHING PER PLAN STRUCTURAL ®•1t1 • 'a o SHEATHING o ® ®•® _ Z TYP. TRUSS TO FRAME '" _ CONNECTION PER TYP. TRUSS TO FRAME = •c� n, ' ^� _� U �. STD. CONNECTOR CONNECTION PER <c NOTES STD. CONNECTORv®O FRAME OUT TO BLOCK NOTES •®•••••» ••••»� ��°� O EDGE AS REQ'D FRAME OUT TO BLOCK®�r®®®'� r P� ®e�® _j EDGE 1/2" J -BOLT OR A THREADED ROD W/ I ' (2) 2x TOP PLATE �w SIMPSON SET -XP EPDXY @ 32" O.C. & 6" (2) 2x #2 SYP SEE PLAN � U 0 (2) 2x #2 SYP SEE PLAN FROM END. ( FOR BEAM SIZE (ONLY o FOR BEAM SIZE ANCHORS SHALL HAVE I IF OPENING PROVIDED w lb PER PLAN) c 4 .; O ch MIN. 7" EMBED. TO MIN. 2x4 SPF #2 KNEE ^��� N CMU & 2" X 2" X 1/8" I U dJ o SQUARE WASHERS. WALL w/ STUDS @ 16 O.C. w! STRUCTURAL a 2x PT BOTTOM I SHEATHING FROM z 0 PLATE I TOP OF WALL TO 0 BOTTOM OF WALL.. ATTACHED PER p tiOS` NAILING SCHEDULE H �S PRECAST LINTEL OR OTHERWISE SP2 CLIPS zG� U �— BUILDER FRAME KNOCK OUT COURSE AT TOP AND SP1 CLIPS �9 L RADIUS AS REQ'D AT BASE ARE REQ'D �j 0 Q MASONRY WALL � F--{ M �'C W KNEEWALL AT UPSET BEAM /WFOl KNEEWALL OVER MASONRY WALL C ROOF SHEATHING jZ ATTACH PER NAILING c ..... SCHEDULE U) §;:61.t Lu STANDARD TRUSS Wr TOP CHORD VARIES 0 Z� TRUSS WEBS NOT J J SHOWN FOR CLARITY PRE-ENG.TRUSS PER PLANU) v 2x4 #2 SYP CROSS , 24" O.C. MAX BRACING (AT 45') W/ ROOFING MATERIALW U � (3) 12d NAILS TO RAT PER ARCHS Q RUNS. TYP EACH SIDE_— SEE FRAMING PLAN J Z Z CONDENSATE FOR CONNECTION o I"` W2 DISPOSAL BY A/C INFO SUPPLIER SEE ELEVATION F— �•,/ TOP OF MASONRY W CONNECTION TO BE _ SUPPLIED BY A/C COMPANY SEE ARCH PLANS FOR OVERHANGINFO ._ :*c (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. A34 OR LUS24-2 EACH FOR O.H. END TYP. SINGLE TIE -BEAM :q 12 --- SEE ti PLAN ----------- A/C UNIT AND PAN BY SUPPLIER MIN. 2 MA48, BLOCKING UNDER A/C SUPPORTS W/ (1) #5 CONT. GROUT SOLID fm O z FLUE PER IVIANUF. W M 11 PRE -MANUFACTURED CHIMNEY CAP SPECS W! 2" MIN. WINDOW PER > Z (- CLEAR TOP OF CHIMNEY MIN. --- & AME BETWEEN FLUE FLOOR PLAN Z J _j 2'-0" ABOVE A POINT 0 [� WITHIN 10'-0" OF THE GALVANIZED FLASHING ie U) NEAREST ROOF PRECAST CONC. OR X ID Y (1) SPH4 EVERY EXT, SHEATHING ATTACHED PER POWERS STEEL SILL M IIA () 1 OTHER STUD TO NAILING SCHED. TYP. @ALL WINDOWS LO `DOUBLE TOP PLATE CV m 2x4 VERTICAL 24"' 2x4 FRAMED CRICKET �� EXT FINISH PER PLAN @ W! GALVANIZED ~� O W O.C. MAX. w/ (4) 10dFLASHING O _j O NAILS TO BOTTOM * + CHORD & (3) 10d NAILS + W O TO TOP CHORD; NOTE •�M, MAIN FLOOR O IF WALL HEIGHT IS BETWEEN 4FT &BFT, (4) 16d COMMONS ELEV 0-0 q LL USE 2x6 SYP #2 STUDS ++* NAILED @EACH END CONC. SLAB �� VERT REINF. BEYOND SEE FOUNDATION _ GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I = I j I STRUCTURAL ENG CFG /BAD DRAFTING: 16d COMMONS END + NAILED TO VERTICAL 2x4 BLOCKING W/ (2) �+I I�� PLAN MASONRY WALL PER-STRUCT DJ 16d COMMONS END 2x4 s QC CHECK. AML NAILED TO VERTICAL 2x4's + + SEE FOUNDATION JOB No. T TM - 2171072 DETAILS FOR FTG INFO * * TRUSS PER PLAN SCALE: AS INDICATED DATE: 06/23/17 �Mo CHIMNEY FRAMING DETAIL TYPICAL ONE STORY CMU WALL SECTIONfisoD� 3/4"=11-011 Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & AE SOCIATES, LLC is strictly prohibited. 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 DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE EXT. SHEATHING; TO BLOCKINGI I ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' EO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS MAX. TRUSS PER PLAN 01 NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" W 0 0 FIELD FRAMED VALLEY DETAIL 1/2"=11-011 I 3/4"=1'-0" I% 1/2"=V-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 & ASSOCIIATES, LLC is strictly prohibited. JQ- ' CONTRACTOR TO FIELD VERIFY WHICH 0 RUN BACK TO O CONDITION IS REQUIRED. CONTACT EOR WHERE O.H. IS > 1'-0", DROP (3) 12d TOENAILS. FOR ADDITIONAL INFO AS REQ'D ECT TO DROP 9'-4" < H614'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO O.H. 2x4 BLOCKS, (2) 16d — BRACE TO PLATE TRUSS BOT. CHORD SEE ELEV. FOR 3 1/4" HOLD 1/2" J -BOLTS w/ EA. DIAG. AS SHOWN. FASTEN ROOF BAYS DI TRUSS WITH (3) 12d TOENAILS. PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" BLOCK ADJ. BAYS Cc SHEATHING BLOCKS W/ 8d NAILS @ 6" O.C. CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ EA.DIAG. AS SHO W (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w FASTEN ROOF MAX. ATTACHMENT w/ (3) 10d = @ EACH END C TOENAILS EA. END CD PROVIDE 16d NAILS _ GABLE BRACING @ 48" DOUBLE TOP PLATE GABLE END TRUSS TO M 2x TOP PLATE TO II U- PLT.@12" O.C. MAX. _ ,4 GABLE END W/ 16d j NAILS @ EACH WEB o m O NAILS @ 6" O.C. HORIZONTAL (+/- 10°) FRAMING FOR FALSE (1) KING STUD w/ SIMPS. CMU WALL OR LINTEL HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) BRACE NOT REQUIRED BELOW CONT. 2x4 10d NAILS @ EA. TRUSS '' ®•°° ®tee Q M FROM TOP OF WALL STUDS TYP. BASE BRACE w W TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP `-- SHEATHING PER PLAN ,. PLATE w/ PLYWOOD FALSE BM PER PLAN @ 48" O.C. TO 3RD -- 1/2" x 8" J -BOLT @ 32" SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' EO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS MAX. TRUSS PER PLAN 01 NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" W 0 0 FIELD FRAMED VALLEY DETAIL 1/2"=11-011 I 3/4"=1'-0" I% 1/2"=V-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 & ASSOCIIATES, LLC is strictly prohibited. JQ- ' I 111111 0 RUN BACK TO O DMMON TRUSS WHERE O.H. IS > 1'-0", DROP (3) 12d TOENAILS. 7'-0" < H 6 9'-4" ECT TO DROP 9'-4" < H614'-0" GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.W. O.H. 2x4 BLOCKS, (2) 16d BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. 2x4 BLO TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. EA. DIAG. AS SHOWN. FASTEN ROOF BAYS DI TRUSS WITH (3) 12d TOENAILS. O.H. SIZE --END BLOCK ADJ. BAYS Cc SHEATHING BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH Qio ®®••°•®•®®���% L opo BLOCKING @ 24" O.C. EA.DIAG. AS SHO W (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. W/ (2) 12d END NAILS FASTEN ROOF HOLD WALL 3-1/2" @ EACH END SHEATHING TO BLOCKS w/8d NAILS CID z W .. N �-- _jU PROVIDE 2x BLOCKING GABLE BRACING @ 48" DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN U cr•M <C f J FOR NAILING o ®, 2x4 LEDGER W/ (2) 10d O.C. MAX. 45° FROM NAILS @ EACH WEB O z '•® REQ'D. MIN (1) JACK & HORIZONTAL (+/- 10°) EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. '® °° �� �® 0 ®°°°®® TRUSS PER PLAN BRACE NOT REQUIRED LSTA18 HEADER TO CONT. 2x4 '' ®•°° ®tee Q M FROM TOP OF WALL STUDS TYP. BASE 6' FROM EAVES. w W TO BOTTOM 2x4 DIAGONAL BRACE 2x8 #2 SPF STUDS AT `-- SHEATHING PER PLAN ,. @ 48" O.C. TO 3RD -- 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA; 4 INTO BLOCKING, (2) BAY REQ'D w/ 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN +' ' '' STRONGBACK, SEE ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CHART 6" FROM EACH END CENTERED BETWEEN GABLE BRACING (+) STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING SEE CHART PROVIDE 2x4 BRACE TO EA. ADJ. DIAD, FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D 16d NAILS. PER CHART (5) 16d NAILS BRACE GABLE BRACING @ 48" z TO BLOCKING O.C. NOT REG'D6' A A PROVIDE 2x4 BRACE E– Q THING PER PLAN E O.H. IS > V-0" END GABLE w/ JOKERS @ 24" z 0 RUN BACK TO O DMMON TRUSS 4'-8" < H 67'-0" (3) 12d TOENAILS. 7'-0" < H 6 9'-4" ECT TO DROP 9'-4" < H614'-0" WITH H2.5 CLIP. '-0" ryU O.H. 0 DTC CLIP, (2) 8d NAILS W 2x4 --�"j TO BLOCKINGUj ®®i��� Z 24" O.C. --END ) THING FASTEN FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 45° PER PLAN. 16d NAILS. 101' GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 67'-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 618'4" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING �— PROVIDE 2x BLOCKING '�../ FOR NAILING 2x4 BLOCKING (2) 1 �-- -- (2)16d NAILS PLT. TO NAILS, TOENAILED STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) --- SIMPSON H10A DIAG. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d --�"j TO BLOCKINGUj ®®i��� END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER Qio ®®••°•®•®®���% L opo BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS ®• • HOLD WALL 3-1/2" @ EACH END CID z W .. N �-- _jU PROVIDE 2x BLOCKING GABLE BRACING @ 48" DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN U cr•M <C f J FOR NAILING o ®, 2x4 LEDGER W/ (2) 10d O.C. MAX. 45° FROM NAILS @ EACH WEB O z '•® REQ'D. MIN (1) JACK & HORIZONTAL (+/- 10°) EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. '® °° �� �® 0 ®°°°®® TRUSS PER PLAN BRACE NOT REQUIRED LSTA18 HEADER TO '' ®•°° ®tee Q M FROM TOP OF WALL STUDS TYP. BASE 6' FROM EAVES. w W TO BOTTOM TRUSS PER PLAN ®®® O STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN ATTACH PER PLAN LSTA18 HEADER TO o FROM TOP OF WALL STUDS TYP. BASE w W TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT `-- SHEATHING PER PLAN ,. 16" O.C. -- 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA; 4 INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN +' ' '' IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & 6" FROM EACH END CENTERED BETWEEN NDCMU SEE WALL SP WALLSPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING r--- 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) 24'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. rlPSON DTC, (2) 80 ILS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) NO 3/16" x 2 3/4 TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.G. @ 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 BOTTOM CHORD. 2x WALL, SEE PLAN i ATTACH W/ (2) 1 O NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 5 NON-BEARING WALL CLIP DETAIL SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES r l BETWEEN TRUSS BAYS cs.. �•/ o @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE : 0 WALL PER PLAN ��JTl CONNECTION DETAIL (FRAME WALL SHOWN;co FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ° K - 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' �®� o Z W U 0 o o VG�ti��' U 9 0 p c_2 ' m GE0 GABLE END @ FLAT CEILING w/ BOSTON HIP S 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 I I j I 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 I I I I HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS I X00 ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE 9 (/ Z SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. (D r1k &5 3 1z g OUTLOOKER OR CONV. FRAME OR < WSHEATHING CANTILEVER VALLEY TRUSSES PER � ro PLAN; W z r) F- J GABLE TRUSS EXT. SHEATHING; I/ ATTACH PER NAILING SCHED. W (2) 16d NAILS TO EA. o f Z z b i l COMMON TRUSS o F– O o LU SIMPSON META16 @ W �✓ 32" O.C. GABLE TRUSS W TO MASONRY. AT MAIN SPAN ROOF = _ WOOD WALL TRUSS � Cn LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR o MASONRY rGE0 GABLE END AT VALLEY FRAMING OD o 3/4"=V-0" Z CID O c Iw z z 0 O J J Ui QLU W) Q 1 0000 TN(,� 0 J � Lija 0 O O H H STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK. AML JOB No. TM - 2171072 SCALE AS INDICATED DATE: 06/23/17 3/4"=1'-0" SD3 NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. NL O.C. (FOLLOW • ` NAILS TYP TOP & BOT (SOLID BLOCK W/ 2x6) NAILING L-40 M/Ati (WF08/SD3) TOP SPLICE @ DOUBLE 2X4 TOP PLATE « • ATTACH 2x8 STUDS TO / TOP PLATE W/ (4) 12d , ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL , TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 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 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" Z z p w w 1 1/2" w iv (V - r- 01 `— N N N N 10d x 3" COMM( OVERLAP TOP PLATE l AT CORNER 10d x 3" COMMON OPP. 10O SIDE z NAIL BOTTOM PLATE O U TO EACH PLY OF BUILT z I I a UP COLUMN BELOW W/ (2) 10d NAILS 00 00 10d x 3" COMM( TOP PLATE CORNER TRANSITION OPP. SIDE (2) 2x4's (2) 2x6'5 (2) 2x8's (2) 2x COLUMN F0 TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING � 7SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. l'J NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 NOTE: SOFFIT FRAMING & LEDGER NOT w z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY — - - - - - — - — _ W z (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING SOFFIT MANUFACTURER'S SPECIFICATIONS. — g �D � _ 1�2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON °I OI�Fi� 4,0 ?0� Scge II I I II II II p Uj w NAILS @ 3" O.C. 1/2„ A 1/2•' `�NGTATRU ROOF SHEATHING, k�FNcgorR II I I_ I I I I II a 0 I- NAIL OPENING PERIMETER w/ (2) ROWS OF 8d ti S ti cn z z OAo S FASTEN PER PLAN OP SS U_ COMMON NAILS@ 3" O.C. _ o ° 0/y OAS, III WALL SHEATHING 0 w SPLICE, SEE SPLICE ° III I I II I ® NAIL INT. W/ 8d COMMON NAILS @ 12 O.C. & NAIL A - III III LI II I EDGES 6„ O.C. U.N.O. ON PLANS 1/2„ 2x4 FRAMING @ 24„ DETAIL. MAX 1/8 III OPENING III II I I I I SPACE BETWEEN w w g STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. III III II w PANELS a:O DOUBLE NAIL EDGE SPACING 2x S AB w/ 10d NAILS PROVIDE (4)10d x3” 4 � COMMON NAILS @ 3” O.C. III 3 I I : I I I I I © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ NAILS AT JOINT PER -ENG TRUSSES III TYP. I I ( I I I I I I p HEADER W/ 8d COMMON NAILS @ 3” O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III [AROUND III II I I I I 2x STUDS BEYOND, LL 0 TOP & BOTTOM SHEATHING SPLICE, STUD PER PLAN - @ 4" O.C. OPENING SEE PLAN FOR MORE W LL 7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES z a U) w OUTSIDE (2) 2x4's a 0 z U a 00 EDGE DISTANCE PER V_&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 II I II II II Q INFO I— Z � 0 VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA ATTACH 2x4 STUDS TO REQUIREMENTS THIS DETAIL FOR ALL TOP -T- j— — -rl —III • (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d w s PLATE SPLICE (2) 2x BUILT-UP COL. _ - ---"" WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT I I I II I II I II II II LOCATIONS) 2x FRAME WALL PER + • THEN (2) ROWS 10d ALL LOCATION III I I I II I III II II II SEE ELEV. FOR n 0 0 NAILS @ 8" O.C. O.H. SIZE 2x BLOCKING W/ (2) (2) 2x TOP PLATE IBJ®®�II� ��"tij7N CONDITION @ CMU WALL fiF1 TYPICAL SCAB OVERHANG 0U_ �m 12d NAILS @ EACH END • OTHERWISE 2x4 WALL BEYOND --- — __...— — ----- �p TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS AGAINST 2x8 STUDS FLOOR SYSTEM O7 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. U_0 U ROOF TRUSS -SEE CUT TO FIT ATTACHED PER SHEATHING PER Al BLOCKING @ 24" O.C. L-40 M/Ati (WF08/SD3) TOP SPLICE @ DOUBLE 2X4 TOP PLATE « • ATTACH 2x8 STUDS TO / TOP PLATE W/ (4) 12d , ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL , TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 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 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" Z z p w w 1 1/2" w iv (V - r- 01 `— N N N N 10d x 3" COMM( OVERLAP TOP PLATE l AT CORNER 10d x 3" COMMON OPP. 10O SIDE z NAIL BOTTOM PLATE O U TO EACH PLY OF BUILT z I I a UP COLUMN BELOW W/ (2) 10d NAILS 00 00 10d x 3" COMM( TOP PLATE CORNER TRANSITION OPP. SIDE (2) 2x4's (2) 2x6'5 (2) 2x8's (2) 2x COLUMN F0 TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING � 7SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. l'J NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 NOTE: SOFFIT FRAMING & LEDGER NOT w z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY — - - - - - — - — _ W z (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING SOFFIT MANUFACTURER'S SPECIFICATIONS. — g �D � _ 1�2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON °I OI�Fi� 4,0 ?0� Scge II I I II II II p Uj w NAILS @ 3" O.C. 1/2„ A 1/2•' `�NGTATRU ROOF SHEATHING, k�FNcgorR II I I_ I I I I II a 0 I- NAIL OPENING PERIMETER w/ (2) ROWS OF 8d ti S ti cn z z OAo S FASTEN PER PLAN OP SS U_ COMMON NAILS@ 3" O.C. _ o ° 0/y OAS, III WALL SHEATHING 0 w SPLICE, SEE SPLICE ° III I I II I ® NAIL INT. W/ 8d COMMON NAILS @ 12 O.C. & NAIL A - III III LI II I EDGES 6„ O.C. U.N.O. ON PLANS 1/2„ 2x4 FRAMING @ 24„ DETAIL. MAX 1/8 III OPENING III II I I I I SPACE BETWEEN w w g STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. III III II w PANELS a:O DOUBLE NAIL EDGE SPACING 2x S AB w/ 10d NAILS PROVIDE (4)10d x3” 4 � COMMON NAILS @ 3” O.C. III 3 I I : I I I I I © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ NAILS AT JOINT PER -ENG TRUSSES III TYP. I I ( I I I I I I p HEADER W/ 8d COMMON NAILS @ 3” O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III [AROUND III II I I I I 2x STUDS BEYOND, LL 0 TOP & BOTTOM SHEATHING SPLICE, STUD PER PLAN - @ 4" O.C. OPENING SEE PLAN FOR MORE W LL 7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES z a U) w OUTSIDE (2) 2x4's a 0 z U a 00 EDGE DISTANCE PER V_&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 II I II II II Q INFO I— Z � 0 VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA BLOCKING GYPSUM WALLBOARD CMU WALL PER PLAN (2) $d TOE NAILS TO IIIT -T- j— — -rl —III I I I I I POST TO BEAM w s g (2) 2x BUILT-UP COL. ' '•:� 2x4 PT LEDGER W/ III I I I II I II I II II II 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER 0 SCHEDULE 42 O.C. III I I I II I III II II II SEE ELEV. FOR n 0 0 FLATWISE (2) 16d O.H. SIZE 2x BLOCKING W/ (2) (2) 2x TOP PLATE IBJ®®�II� II -J-I���®��4� CONDITION @ CMU WALL fiF1 TYPICAL SCAB OVERHANG 0U_ �m 12d NAILS @ EACH END NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF --- — __...— — ----- �p TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS — _ FLOOR SYSTEM O7 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. U_0 U ROOF TRUSS -SEE CUT TO FIT 2x BOTTOM PLATE SHEATHING PER Al BLOCKING @ 24" O.C. FRAMING PLAN FOR OPENING SIZE 1 01 BEYOND SEE PLAN I NAILING SCHEDULE & '+ w/ (2) 16d END NAILS TO MASONRY w/ 2x4 PT SPACING EXTERIOR SHEATHING SHEATHING DIAGRAM LINTEL w/ GROWS OF + ++ + (4)12d NAILS EACH EACH END fiFl EXTERIOR SHEATHING SCHEDULE SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER 3/4"=1'-0" O.C. CONNECTION BLOCKING GYPSUM WALLBOARD CMU WALL PER PLAN (2) $d TOE NAILS TO TRUSS CONNECTION O 8d TOE NAILS JOINT, MAX. 1/8 GAPLEDGER POST TO BEAM PER PLAN TO LEDGER (2) 2x BUILT-UP COL. ' '•:� 2x4 PT LEDGER W/ SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. 2x4 LEDGER 16d NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER O.C.(2) NAILS @ 16" O. SCHEDULE 42 O.C. PLAN CONV. FRAMED 2x4 BLOCKING PLACED SEE ELEV. FOR CONNECTION EACH END SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE 2x BLOCKING W/ (2) (2) 2x TOP PLATE D.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL fiF1 TYPICAL SCAB OVERHANG CONDITION @ FRAME WALL 12d NAILS @ EACH END NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF "" NAILS ARE OVERDRIVEN; THE ENTIRE SHEET OF SHEATHING IS TO BE TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS PRE-ENGINEERED 3/4"=1'-0" 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS �,/ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT, BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM 3/4"=1'-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%" SIMPS. SD: SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 12 1/4" x 2 3/4" TAPCONS Al 12" O.C. SEE PLAN SEE ROOF SHEATHING, SIMPSON H3 CLIP @ 24" O.C. w/ EXT. 2x4 #2 SPF POST TO BEAM SHEATHING PER PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. 2x4 SYP #2 LEDGER. DOUBLE TOP PLATE (4) 10d NAILS FOR MORE INFO & MORE INFO & w/ (2) 16d END NAILS TO STUDS OR BEAM w/ CONV. FRAMED 2x8 w/ (2) 10d NAILS @ CONNECTION CONNECTION EACH END POCKET SGD MEMBERS ONLY SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE BUILDER ++ O.C. MAX.; @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's "" TO GABLE END STUDS TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL SET IN ADHESIVE PRE-ENGINEERED SIMPSON LSTA30 W/ _ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS -SEE (2) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER Al BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS S WALL TO PRECAST I NAILING SCHEDULE & '+ w/ (2) 16d END NAILS TO MASONRY w/ 2x4 PT SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ GROWS OF + ++ + (4)12d NAILS EACH EACH END —U` sa %' SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER O.C. CONNECTION SIDE VIEW @BASE OF POST 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ O 10d NAILS @ x x STAGGERED INTO TRUSS & 3 12d O EACH VERTICAL DO1 TYPICAL SHED ROOF DETAIL 2x BRG WALL, SEE i TOENAILS INTO OTHER ,' SEE WALL CLIP DETAIL PLAN FOR STUD SIZE & I i i TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO SPACING. MIN O 2x SEE FLOOR PLAN FOR i r LINTELS LINTELS UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. i i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •Q 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. � S2) SIMPSON LSTA24 EACH " (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 & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ POCKET SGD 3 O.C. TO EA. 2x6 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL POCKET SGD SPACING. MIN (2) 2x STAGGERED @ 8" O.C. ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR BUILDER BUILDER U.N.O. CONNECTION nr� e=r-tr-1nnl n nnl IG21 G G�GOk?Inlf; --BUILDER A/� F1SZ� �T�p n R�ARIN� FRannF wAl. I 1�� HEADER rad POCKET SLIDER w/ TRANSOM /PSOZ� HEADER Ccs POCKET SLIDER w/ TRANSOM S03 HEADER Ccs POCKET SLIDER �,/ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT, BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM 3/4"=1'-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%" SIMPS. SD: SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 12 1/4" x 2 3/4" TAPCONS Al 12" O.C. SEE PLAN 3/4"=1'-0" 1/2"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive proper 1/2"= 1'-0" - - 112"= 1 1-01, A LEDGER Cad LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x8 #2 SPF VERTICAL SIMPSON H3 CLIP @ 24" O.C. w/ EXT. LINTEL PER PLAN + POST TO BEAM SHEATHING PER SHEATHING PER PLAN PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR PT POST PER PLAN TO STUDS OR BEAM w/ CONV. FRAMED 2x8 w/ (2) 10d NAILS @ ABU POST BASE PER O 1/4" X 4'/z" SIMPS.7 SDS SCREWS @ 16" POCKET SGD MEMBERS ONLY ATTACHMENT BY BUILDER PLAN O.C. MAX.; 6 5/8" THREADED ROD w/ TO GABLE END STUDS ' 0;'NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/s" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER a O.C. MAX.; COMMUNITY SPECS ° n. i I. o ; SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR li / PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED —U` sa %' INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIDE VIEW @BASE OF POST SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY DO CORNER COLUMN FRAMING DO1 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive proper 1/2"= 1'-0" - - 112"= 1 1-01, A LEDGER Cad LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN + SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER fs_o'HEADER @ POCKET SLIDER 1/2"=1'_0" NOT USED ty of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 10dx3" 10d x 3" OPP. SIDE aNCE PER LU a- oho U) Z ROOF SHEATHING, ®` ® O ® 0 FASTEN PER PLAN¢ q; � Z 1- . .. p 0 : z U_ � ®®®®®rrrrwrro®e®®wv 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS o 0 MEMBER, TYP. (MAX. USE (2)1/4" IAP ONS w/ MIN. 2" EMBED. @ � U 24" O.C. MM 6 TRUSS PER PLAN F-�*I 0 0 0 . z 9 WOO/MASONRY Z �G WALL OR TRUSS, SEE ©� PLAN (TRUSS SHOWN) Q m VJ W ��g•F c 0n I- 06 W 0 < �$ 0 J a W O v 2x8 TO UNDER SIDE OF ROOF SHEATHING 0 ` 0 o W z 2x8 #2 SPF VERTICAL c L• O @ 24" O.C. w/ EXT. C� W SHEATHING PER NAILING SCHEDULE & V (4) 12d NAILS EACH W TRUSS MEMBER (TOP _ �. AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL p� -3 00 � 1/2"= 1 1 01, Z 00 Ir 0 M z Z 0 ow J � 0 LU �Q OD 0 1 O � C14 F— OWZ �..� � W >- O o A Q,. STRUCTURAL ENG CFG / BAD DRAFTING: STRDJ - QC CHECK: AML JOB No. TM - 2171072 SCALE: AS INDICATED-- — DATE: 06/23/17 SD4 SHINGLE OR TILE PER - ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL -� PLAN FOR OVERHANG INFO WINDOW AS —� SCHEDULED EXTERIOR FINISH PER - PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN a LINTEL AS PER PLAN r WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND -- DBL. TOP PLATE �-- HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE MASONRY WALL PERs AND SEE ARCH PLAN PLAN TO VERIFY SIZE W /-- SP6 @ 2x6 STUDS & 2x BOTTOM PLATE w/ 12d AT 12" O.C. SP8 @ 2x8 STUDS) GRAD (2) 2x SPF TOP PLATE -- DBL. TOP PLATE �-- HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP -SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS -SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24 TRUSS STRAP - SEE — STRUCTURAL COL PER PLAN FOR SIZE AND PLAN FOR SIZE AND O.C. FRAMING PLAN FORREQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SPACING AND GRADE Ln AND SEE ARCH PLAN F�<<S TO VERIFY SIZE INT. FINISH PER PLAN /-- SP6 @ 2x6 STUDS & 2x BOTTOM PLATE w/ 12d AT 12" O.C. SP8 @ 2x8 STUDS) (2) (2) 2x SPF TOP PLATE 3/4" FLOOR SHEATHING U.N.O. ON PLAN ATTACHED PER HEADER - SEE 2ND NAILING SCHEDULE FLOOR PLAN FOR MIN. FLOOR TRUSSES SEE DOUBLE 2x TOP PLATE PLAN FOR DEPTH AND JAMB STUDS DIRECTION i NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP -SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS -SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24 TRUSS STRAP - SEE — STRUCTURAL COL PER PLAN FOR SIZE AND PLAN FOR SIZE AND O.C. FRAMING PLAN FORREQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS �- 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 SHEATHING REQ'D O CL W W Q CONNECTIONS Ln , F�<<S SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE tiFFT SP6 @ 2x6 STUDS & Q SP8 @ 2x8 STUDS) Lu - Z'U rr 0 (2) 2x SPF TOP PLATE _ . U.N.O. ON PLAN SIMPSON MSTAM36 HEADER - SEE 2ND �® ®®o ..®•' � `® ®®®®®®®0r®rr FLOOR PLAN FOR MIN. � o DOUBLE 2x TOP PLATE JAMB STUDS DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS r ATTACHED PER ATTACHED PER F�<4 SyF x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 FT SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10 ° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. BEND STRAPNAILS. (2) 2x SPF TOP PLATE BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN.UNO. U.N.O. ON PLAN OVER TOP. PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR SYSTEM INSTALL LINTEL COURSE OR • \ EXTERIOR SHEATHING HEADER SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE 1/4" X 1 3/4" TITENS) 1 (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO FROM TOP OF WALL JAMB STUDS EXTERIOR SHEATHING SOLID BLOCKING U.N.O. ` \ FLOOR TRUSS PER STUDS ABOVE PLATE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL PER PLAN FROM TOP OF WALL UNDER COLUMN PLAN U.N.O.RAMING PLAN FOR IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID . CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO STUD PACK w/ 10d NAILS @ 8" O.C. THEN TOENAILS. EXT. HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE A_S_6 TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 1 O BARRIER (FELT PAPERTOE 3/4"=1'-0" 3/4"=1'-0" NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA, END PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER �- 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 SHEATHING REQ'D O CL W W Q SOLID SHEATHING @ Ln HEADER F�<<S SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE tiFFT SP6 @ 2x6 STUDS & Q SP8 @ 2x8 STUDS) Lu - Z'U rr 0 (2) 2x SPF TOP PLATE _ . U.N.O. ON PLAN HEADER - SEE 2ND �® ®®o ..®•' � `® ®®®®®®®0r®rr FLOOR PLAN FOR MIN. � o 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 SHEATHING REQ'D O CL W W Q COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS V 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' o SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN P META1 INFO. O FLOOR W/ 14 10d SIMPSON LSTA30 w/ t� 2 SIMPSON 6 LINTEL COURSE OR `� � w o FLOOR TRUSS TO INTO FILLED CELL USE a ( � 2x TOP &BOT. o O y m REFER TO z N NAILS ( ) lyl d' MASONRY WALL 1/4 X 1 3/4 TITENS RIBBONS, CONT. 11 10d TO STUDS FOUNDATION PLAN ) ABOVE PLATE U.N.O. U �3J � (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING --- TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ 2 16d NAILS 6" O.C.OR SIM) IS PROVIDED SCHEDULE; PROVIDE () @ (4) 2x STUDS SEE FRAMING PLAN GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN 2nd FLR STUDS TO BEAR ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL ATED PROVIDE BLOCKING SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATEDD BASE STRAP MASONRY WALL PER ( ) REQ'D ON EITHER SIDE OF WALL IF WF02/ BELOW JAMBS — FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN­­SD6 IS INDICATED BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4'X2- -- - -- FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO 16S& HEADER CONNECTION 0- 2nd FLOOR BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE2x BLOCKING FOR AGAINST TRUSS SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ {MAX) 2x BOTTOM PLATE W/ �� (2) 12d @ 12" O.C. (2) 12dO.C.2x BOTTOM PLATE W/ VERTICAL @ 48 O.C. @ 12" OATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) BOTTOM ) FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON — CONC. SLAB - TRUSSES @ 24" O.C.. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR MANGER 1/2" GYP. CLG BD OR , 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (1) 5/8" TYPE "X" WHEN CONNECTION (1) 5/8" TYPE "X" WHEN 3" O.C. WALL I' SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON ,'� 3" O.C. WALL ,..� BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER MASONRY WALL PER , SHEATHING TO �. MASONRY OR MTS 12 PLAN � .:. , BOTTOM PLATE PLAN MAX. 1/8" GAP AT WOOD. — SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF MAX. 1/8 TRUSSES TO BE P.T. IF GAP BETWEEN SHEATHING TRUSSES TO BE P.T. IF NO MOISTURE NO MOISTURE BETWEEN SHEATHING & CMU MASONRY OR FRAME NO MOISTURE & CMU WALL PER PLAN BARRIER FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE,. CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS BARRIER (FELT PAPER 2x4 PT SILL PLT. IF (TRUSS PER PLAN OR SIM) IS PROVIDED j KNEEWALL OR SIM IS PROVIDED SCHEDULE JOR SIM IS PROVIDED TYPICAL TWO STORY SECTION A,(TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS, CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2X BOTTOM PLATE W/ (2) 12d NAILS @ 12 O.C. 2x12 #2 SYP CONT. �--- \ LEDGER W/ (3) -- 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) A9kSEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR -' TRUSS DIRECTION SEE WS10/SD5 OR W0 11/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED `►-1 ■ k PROVIDECONTRACTOR TO 191111IM111 D-• WATERPROOFING.• CONCRETE SLAB CPERMITTED HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" MM O Z SEE FRAMING PLAN H+ -I U 0 o FOR FLOORrz CONNECTION FLOOR GRIDER OR BEAM O 0 HEADER CONNECTION @ 2nd FLOOR HIGH BM air 3/4"=1'-0" ♦ ^ VJ J z Lu W 06 z� n O O o W U) z O 0 h LLI LU U) IN 101 m ° Z 00 11 Z J 0 OW W 0 0000 � J m Z .�.... LU 0 O p I-- h- STRUCTURAL ENG: CFG / BAD DRAFTING. -STRUCT: DJ QC CHECK: AML JOB No. TM - 2171072 — SCALE: AS INDICATED DATE: 06/23/17 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. SD5 Ln 00 e `• C? ;LL � ; p ® co o A ®�. Q o Z Lu - Z'U rr 0 _ . (Vow ___Mddd® �® ®®o ..®•' � `® ®®®®®®®0r®rr eC � o r "Pi R®� COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS V 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' o SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN P META1 INFO. O FLOOR W/ 14 10d SIMPSON LSTA30 w/ t� 2 SIMPSON 6 LINTEL COURSE OR `� � w o FLOOR TRUSS TO INTO FILLED CELL USE a ( � 2x TOP &BOT. o O y m REFER TO z N NAILS ( ) lyl d' MASONRY WALL 1/4 X 1 3/4 TITENS RIBBONS, CONT. 11 10d TO STUDS FOUNDATION PLAN ) ABOVE PLATE U.N.O. U �3J � (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING --- TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ 2 16d NAILS 6" O.C.OR SIM) IS PROVIDED SCHEDULE; PROVIDE () @ (4) 2x STUDS SEE FRAMING PLAN GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN 2nd FLR STUDS TO BEAR ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL ATED PROVIDE BLOCKING SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATEDD BASE STRAP MASONRY WALL PER ( ) REQ'D ON EITHER SIDE OF WALL IF WF02/ BELOW JAMBS — FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN­­SD6 IS INDICATED BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4'X2- -- - -- FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO 16S& HEADER CONNECTION 0- 2nd FLOOR BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE2x BLOCKING FOR AGAINST TRUSS SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ {MAX) 2x BOTTOM PLATE W/ �� (2) 12d @ 12" O.C. (2) 12dO.C.2x BOTTOM PLATE W/ VERTICAL @ 48 O.C. @ 12" OATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) BOTTOM ) FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON — CONC. SLAB - TRUSSES @ 24" O.C.. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR MANGER 1/2" GYP. CLG BD OR , 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (1) 5/8" TYPE "X" WHEN CONNECTION (1) 5/8" TYPE "X" WHEN 3" O.C. WALL I' SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON ,'� 3" O.C. WALL ,..� BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER MASONRY WALL PER , SHEATHING TO �. MASONRY OR MTS 12 PLAN � .:. , BOTTOM PLATE PLAN MAX. 1/8" GAP AT WOOD. — SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF MAX. 1/8 TRUSSES TO BE P.T. IF GAP BETWEEN SHEATHING TRUSSES TO BE P.T. IF NO MOISTURE NO MOISTURE BETWEEN SHEATHING & CMU MASONRY OR FRAME NO MOISTURE & CMU WALL PER PLAN BARRIER FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE,. CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS BARRIER (FELT PAPER 2x4 PT SILL PLT. IF (TRUSS PER PLAN OR SIM) IS PROVIDED j KNEEWALL OR SIM IS PROVIDED SCHEDULE JOR SIM IS PROVIDED TYPICAL TWO STORY SECTION A,(TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS, CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2X BOTTOM PLATE W/ (2) 12d NAILS @ 12 O.C. 2x12 #2 SYP CONT. �--- \ LEDGER W/ (3) -- 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) A9kSEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR -' TRUSS DIRECTION SEE WS10/SD5 OR W0 11/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED `►-1 ■ k PROVIDECONTRACTOR TO 191111IM111 D-• WATERPROOFING.• CONCRETE SLAB CPERMITTED HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" MM O Z SEE FRAMING PLAN H+ -I U 0 o FOR FLOORrz CONNECTION FLOOR GRIDER OR BEAM O 0 HEADER CONNECTION @ 2nd FLOOR HIGH BM air 3/4"=1'-0" ♦ ^ VJ J z Lu W 06 z� n O O o W U) z O 0 h LLI LU U) IN 101 m ° Z 00 11 Z J 0 OW W 0 0000 � J m Z .�.... LU 0 O p I-- h- STRUCTURAL ENG: CFG / BAD DRAFTING. -STRUCT: DJ QC CHECK: AML JOB No. TM - 2171072 — SCALE: AS INDICATED DATE: 06/23/17 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. SD5 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA, STUD TO WALL ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/(9) 10d E SCHEDULE 2x BLOCKING W/ 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4 TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP, -CENTER 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACHED PER (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SII NAILING SCHEDULE BLOCKING w/ SIMPSON PLATE w/ 1/2" EPO (2) 2x4 #2 SYP ANCHOR BOLT OI BLOCKING w/ SIMPSON HUC24-2 EACH END, J -BOLT W/ MIN. 7" HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER jk ��� PSN EMBED. 32" O.0 NAILS. UNDER SEE PLA" WINDOW JAMBS ONLY -1----- FROM EA.END WINDOW JAMBS USE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) META16 24" O.C. OR MASONRY WALL F OR WOOD WALL PER @ OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSSF0 WALL SPLICE DETAILS (2) 2x SYP #2 COLU11 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"=l' -O" 1/2"=1'-0" "AAUP In o.. OTHERS EXTERIOR SHEATHI"" FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER PLAN � � NAILING SCHEDULE ROOF SHEATHING IMPSON H2.5 EA. I ATTACH PER NAILIN RUSS SCHEDULE IPRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4'x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE I (3) SCREWS FOR 24" I SIMPSON HUS26. U: RECESS LEDGER INTO O.C. HUS26-2 FOR 2PLY NRUSS. VERIFY W/ TRUSS USS SHOP PLAN DRAWINGS 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF k.7. 1. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) 1 LEDGER AT GIRDER NOT USED 1-1/2"=V-0" LEDGER @ OPEN TO BELOW 3/4"=1'-0" LEDGER @ LOW ROOF 3/4"=1'-0" 12 2x4 NAILER W/ (2) EXTERIOR SHEATHING --�` W 2x4 CONT. W/ (2) 12d FROM TOP OF WALL NAILS TO EACH STUD TO BOTTOM OF SILL 2x8 #2 SYP P.T. SILL TRUSS ANCHOR (SEE PLATE ATTACH PER 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. ANCHOR OR J -BOLT @ NAILING SCHEDULE 32" O.C. W/ MIN. 7" ROOF SHEATHING EMBEDMENT & 6" ATTACHED PER ATACH PER NAILING EXT. FINISH PER IMPSON H2.5 EA. IT SCHEDULE RUSS I I I X I PRE-ENGINEERED I TRUSS PER PLAN 2x4 STUDS @ 16" O.CO.C. ATTACH PER NAILING BAYS @ EACH - I I 2x6 #2 SYP CONT. LCESS �° LEDGER W/ (2) %"x3-1/2" I SIMPSON HUS26. USE ---�' LEDGER INTO SDS WOOD SCREWS @ HUS26-2 FOR 2PLY SCHEDULE DIAGONAL AS SHOWN. � fRUSS. VERIFY W/ 16 O.C. MAX. & 3 TRUSS I�RUSS SHOP FROM EA. END - USE (3) I / �C7F2AWINGS� �� SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ 2x8 MIN. SPF #2 @ 16" 1/2" GYP. BOARD_: '•. • FASTEN ROOF MIN. (4) 16d NAILS TO 1 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER TXUSE E) NIS) --- — 16 LEDGER @ LOW ROOF 3/4"=1'-0" 1 -1/2"=l' -O" % 1 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN 12 2x4 NAILER W/ (2) SHEATHING CONT. TO = 2x4 BLOCKS, (2) 16d W 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP P.T. SILL TRUSS ANCHOR (SEE EXT. WALL SHEATHING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" ROOF SHEATHING EMBEDMENT & 6" ATTACHED PER FROM EACH END EXT. FINISH PER PER WF10/SD4 BOTTOM PLATE BLOCK ADJACENT SEE FLOOR PLAN I I 1 ARCHS I 2x4 STUDS @ 16" O.CO.C. ATTACH PER NAILING BAYS @ EACH I I SCHEDULE DIAGONAL AS SHOWN. 1 2x8 MIN. SPF #2 @ 16" 1/2" GYP. BOARD_: '•. • FASTEN ROOF --- 1 - --- — SHEATHING PER O.C. -SEE FRAMING ROOF SHEATHING PER SHEATHING TO i2x STUDS SEE PLANSTUDS ; DETAIL WF10/D4 PLAN FOR MORE INFO. PLAN. SIMPSON H10A @ BLOCKS W/ 8d NAILS @ 6" O.C. E ARE 2x4 BLOCKING SEE LD02/SD4 FOR EACH DIAGONAL 1 I TO ALIGN W/STUDS BETWEEN STUDS W/ MORE INFO. BRACE BELOW I I (2) 12d TOE NAILS I (5) 16d NAILS RACE Z I 1 1 EACH END TO BLOCKING 0 1 B I ATTACH SHEATHING ALL THREAD ROD — 1 1 1 1 TO BOTTOM PLATE 1/2" NUT & 2" x 2" x 1/8" @ 48" O.G.; SEE �'`-- -- PROVIDE 2x4 BRACE C 1 1 1 W/ (1) ROW 8d NAILS SQUARE WASHER 2x8 P.T. BOTTOM FOUNDATION DETAILS TO EACH ADJACENT 1 I 2x SPF BASE @ 3 O.C. PLATE. FOR CONNECTION @ DIAGONAL, FASTEN W PLATE 1/2" J -BOLT OR 1/2" BASE TO DIAGONAL W/ (2) I I I SHEATHING TO THREADED ROD W/ X 2x4 BOTTOM PLATE, 16d NAILS WW, D I I FLOOR SYSTEM 1 OVERLAP BOTTOM SIMPSON SET -XP CONNECT TO DOUBLE PLATE 1 1/4 (MIN.) EPDXY @ 32" O.C. & 4" IF SHEATHING ISNOT TOP PLATE W/ 16d TRUSSES PER PLAN 1 PLATES U.N.O. 1 1x PT NAILER AS REQ'D FROM EA. END OF CONTINUOUS TO BASE WALL. ANCHORS PLATE, SIMPSON SP8 NAILS @ 6" O.C. O.S.B. TO OVERLAP 1 (2) 2x HEADER 1 SHALL HAVE 7" MIN. W/ (6) 10d x 1-1/2" NAILS SEE FLOOR PLAN BOTTOM PLATE 1 1/4" WALL BRACING I I 1 FOR MORE INFO I 2x STUDS SEE PLAN CONT. #5 IN TIE BEAM EMBED. TO CMU. ° " ARE REQUIRED EA. (MIN.) O.C. MAX. 45° FROM ; 4@B) ALIGN W/ STUDS BELOW I 1 1 1 1 I 1 STUD TO TOP AND (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) EXT. FINISH PER BOTTOM PLATES. FLOOR WALL W/ BRACE NOT REQUIRED ` L; 2x P.T. BASE PLATE SEE BEARING SCHED. ARCHS 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. C.M.U. WALL PER PLAN WITH ROOF LOAD SDS SCREW @ 16" O.C. AF1 SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL 1 -1/2"=l' -O" % 1 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN (2) 2x TOP PLATE '` O.H. PER ELEV. (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING PLAN & CONNECTIONS FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT WINDOW SEE PLAN INFO. IF WALL FOR LOCATION SHEATHING ISN'T CONT. LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING IS SEE LD02/SD4 FOR STOPPED BELOW MORE INFO IF ROOF LINE TRUSSES ARE 2x BASE PLATE W/ (2) PARALLEL TO WALL NAILS 12d @ 24" O.C. ROOF SHEATHING 2x4 CONT. W/ (2) 12d TO FLOOR SYSTEM ATTACHED PER NAILS TO EACH STUD BELOW NAILING SCHEDULE 2nd STORY WALL PER PLYWOOD FLOORING SEE FLOOR FRAMING PIAN PLAN FOR MORE INFO I \ SEE PLAN FOR I \ TRUSS DIRECTION \ & MORE INFO L - ` `- _ FLOOR TRUSS; SEE FLOOR GIRDER SEE —� FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL VSEE TRUSS LAYOUT FOR TRUSS LOCATION MASONRY WALL PER & CONNECTION INFO PLAN TYPICAL CONNECTION 65. GIRDER OR BEAM IIZ. see ®° O i 9.1- Li°i 4� r Vi Z :C O 00 U V C (2) 2x SPF TOP O ® = " J 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP P.T. SILL TRUSS ANCHOR (SEE PLATE W/ Y2 EPDXY PLAN) ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" ROOF SHEATHING EMBEDMENT & 6" ATTACHED PER FROM EACH END NAILING SCHEDULE (2) 2x TOP PLATE '` O.H. PER ELEV. (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING PLAN & CONNECTIONS FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT WINDOW SEE PLAN INFO. IF WALL FOR LOCATION SHEATHING ISN'T CONT. LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING IS SEE LD02/SD4 FOR STOPPED BELOW MORE INFO IF ROOF LINE TRUSSES ARE 2x BASE PLATE W/ (2) PARALLEL TO WALL NAILS 12d @ 24" O.C. ROOF SHEATHING 2x4 CONT. W/ (2) 12d TO FLOOR SYSTEM ATTACHED PER NAILS TO EACH STUD BELOW NAILING SCHEDULE 2nd STORY WALL PER PLYWOOD FLOORING SEE FLOOR FRAMING PIAN PLAN FOR MORE INFO I \ SEE PLAN FOR I \ TRUSS DIRECTION \ & MORE INFO L - ` `- _ FLOOR TRUSS; SEE FLOOR GIRDER SEE —� FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL VSEE TRUSS LAYOUT FOR TRUSS LOCATION MASONRY WALL PER & CONNECTION INFO PLAN TYPICAL CONNECTION 65. GIRDER OR BEAM IIZ. see ®° O i 9.1- Li°i 4� r Vi Z :C O 00 U V C (2) 2x SPF TOP O ® = " J 4. :°®`.w Z PRU. V o O r M P► � & s hJly�� � M o w o C 0 o z O �4 °.s > GQ�gti U ° Z O p v Q W V, ...� Z 0 W 06 Ogg s F C) C9 e Z O 0 1 SEE FOUND. PLAN FOR FTG. REQ. 1 I I J vJ Z is 0 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP F" SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER _ ""Now IF PORTIONS OF THIS WALL � � �.�.. )SEE CHART FOR REQUIRED JACKS f IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH Q FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. m o O n 11 H M 0 F— s Zz0 Co - vW LO 0 1 0000 � N � O"! Z W ' LU t] LL. �. O Q F—ry d H CL STRUCTURAL ENG: CFG / BAD DRAFTING; -STRUCT: DJ QC CHECK: AML JOB No. TM - 2171072 SCALE: AS INDICATED DATE: 06/23/17 IC D6 — 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. PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN I I 1 I FOR MORE INFO I I 1 I 1 1 i2x STUDS SEE PLANSTUDS ; E ARE 1 I TO ALIGN W/STUDS BELOW I I I I I 1 1 1 1 1 B I f 1 1 1 1 I 1 1 1 1 1 I 2x SPF BASE 1 PLATE I I I PRE-ENGINEERED I E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 I 1 1 (2) 2x HEADER 1 SEE FLOOR PLAN I I 1 FOR MORE INFO I 2x STUDS SEE PLAN STUDS ABOVE ARE TO ; 4@B) ALIGN W/ STUDS BELOW I 1 1 1 1 I 1 1 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO 4. :°®`.w Z PRU. V o O r M P► � & s hJly�� � M o w o C 0 o z O �4 °.s > GQ�gti U ° Z O p v Q W V, ...� Z 0 W 06 Ogg s F C) C9 e Z O 0 1 SEE FOUND. PLAN FOR FTG. REQ. 1 I I J vJ Z is 0 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP F" SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER _ ""Now IF PORTIONS OF THIS WALL � � �.�.. )SEE CHART FOR REQUIRED JACKS f IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH Q FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. m o O n 11 H M 0 F— s Zz0 Co - vW LO 0 1 0000 � N � O"! Z W ' LU t] LL. �. O Q F—ry d H CL STRUCTURAL ENG: CFG / BAD DRAFTING; -STRUCT: DJ QC CHECK: AML JOB No. TM - 2171072 SCALE: AS INDICATED DATE: 06/23/17 IC D6 — 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. STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W I -- STUDS REQ'D @END SIMPSON A34 CLIP TO Q OF LANDING W/ MIN. (6) FLOOR SYSTEM 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3)2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 Z CLIP TO FLOOR SYSTEM & LANDING 2xJOISTS @ LANDING O FRAMING O @ 16"O.C. W/ SIMPSON CL z A35 OR LUS26 HANGER z ON EACH SIDE IY 2 g W U_ W ' = 6" MIN. 0 a (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO I j END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT = �' t STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. � TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" LO DEPTH W/(3) 10d®®�o®rtttttt�/®/®®®® � BUILT UP COLUMNS. TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR ic> A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY M 10"MIN. ®�� b•®® ®���!�,� Q o SEE SCHEDULE FOR MAX WIDTH OF LANDING let ®� cn U ®� MIN. (3) 2x SYP #2 'fl % Q®� 1 ®W W ©® J STUDS REQ'D @ END OF LANDING W/ MIN. 6 ® � O SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB Cis o ® ®�o ®`��" 0 16d NAILS FROM SHEATHING OVER 4 OF LANDING U_ STAIR WINDER DETAIL LEDGER TO STUD LANDING ATTACHED ®®j®® P�$® ®®®®` PACK PER GENERAL FLOOR ®®g®/ttttttt®®a CONSTRUCTION NOTES MID SPAN BLOCKING V TO MATCH JOIST PLYWOOD SHEATHING o O DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING va • STANDARD (3) 2X12 TOENAILS EACH END IF MA TTACHIWALL) NG TO ATTACHEERALD POOR PERo ol���y1 Cf)SYP #2 STRINGERS W/ NRYSIMPSON A34 / A35 C7 $ <- z NOTES CONSTRUCTION U CLIP TO FLOOR –o SYSTEM &LANDING O z 16" MAX MM O FRAMING u °S BEAM @ END OF W o m 0 A LANDING PER ¢ SCHEDULE O4 uj L3 LU SEE PLAN FOR MASONRY WALL OR O� WOOD WALL SIMPSON A35 BI B CONNECTIONS Q MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO p END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT pip �pOC��* C�C�TIQN C�hBEAM TO LEDGER Q ('� V STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER W/ (3) 16d D G� CROSS SE A V CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. o W 5 g TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4 C) vi M BUILT UP COLUMNS x 3 1/2" TITENS @ 16" J 0 0 BELOW O.C. MAX. FOR STRING1 0 <9 A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED RS a I— z 9p NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3 94.0 (3) 16d TOENAILS \ NOT USED o z Z zIggs. BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 24 6.-0" (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" 3/4" O.S.B. W/ 8d NAILS (3)2x12 2x8 V-0" @ 3" O.C. TOP AND (2) 2x12 2x6 V-0.1 BOTTOM CHORD 2x6 4'4" I -JOIST PER FRAMING (3) 2x12 2x8 8'-0" PLAN W/ SQUASH (2) 2x12 2x6 6'-0" BLOCK OR 2x6 4'-0" BEAM/FLOOR TRUSS (3) 2x12 2x12 9'-0" PER PLAN 2x8 7'-0.1 9.41 (1) 2x12 (1) 2x8 2x6 PENDING LANDING F-- (3) 2x12 HEIGHT AND PLAN 9'-0" (2) 2x12 2x8 LAYOUT, HEADER 81-01, (1) 2x12 (1) 2x8 2x6 WITHIN SUPPORT (3) 2x12 WALL COULD BE 9'-0, (2) 2x12 2x8 REQUIRED. SEE PLAN 7'-0" (1) 2x12 (1) 2x8 2x6 FOR REQUIRED 2x12 STRINGERS ONE (2) 2x12 HEADER AND 8'-0" ON EACH SIDE AND ONE MID 2x6 n SUPPORT ATTACH TOP PLATE TO @ -SPAN A (2) 2x12 /"1 INFORMATION. 9'-0" A34 @ EA. STRINGER ----� 2x6 6'-0" TO LANDING STUDS W/ (2) 16d TOE 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER III ATTACHING TO 2 2x4 #2 SPF STUDS MASONRY WALL) CONT NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I . 24" O.C.x4 TO EACH STUD. ((2) 1!4" 2x4 #2 SPF STUDS @ ONE @ MID -SPAN x 3 1/2" TITENS @ 16" O.C. MAX, FOR I I I / (2) 2X BEAM PER MASONRY WALL) 24" O.C. W/ (2) 12d A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY (NOTCHED @ 2x6 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER VERTICAL LOCATIONS). X 3" EVENLY SPACED BELOW SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN NOTCH SILL PLATE HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 24 6.-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3)2x12 2x8 V-0" 11'-01, (2) 2x12 2x6 V-0.1 (1) 2x12 (1) 2x8 2x6 4'4" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0.1 9.41 (1) 2x12 (1) 2x8 2x6 5'-0" F-- (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 81-01, (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0, (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 61 -0 (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" ATTACH TOP PLATE TO 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 06/23/17 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STO1 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STO3 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'4" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 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. Lu 3/OIL� o I--- F-- ` I_---- 2x4 CONT. TOP PLATE I""' SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO F– W STUDS W/ (2) 16d TOE W 2 2x4 #2 SPF STUDS X X NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, = U) 2x6 VERTICAL @ -0 6 . 24" O.C.x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC .5TH EDITION) HHANDRAIL HANDB VERTICAL LOCATIONS). NOTCH SILL PLATE ALL FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO m 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & IMI @ ANY OPENING FACE OF TRUSS Z 2x4 CONT. TOP PLATE Ci 11 C ATTACH 2x6 VERTICAL (ATTACH TOP PLATE M A— TO TRUSS W/ (3) Y4 x 3 TO STUDS W/ (2) 16d 3 1/211 TOE NAILS Z ~ DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS Z j 0 SECTION X -X N.T.S. EQUALLY O p� „ SPACED/CENTERED IN 2x4 #2 SPF STUDS @ V Q LV 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER ❑ ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE STUDS 2/ (2) 16d TOE '�`�` STUDS W/(2)16d TOE 3' ) ATTACHED TO TRUSS Q Cp O NAILS '�`�'` NAILSBELOW (OTHERWISE Lo CV 2x4 SPF STUDS @ gk SEE ARCH PLAN ATTACH W/ 2 O 12d .. m 24" O.. C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR TOENAILS @BOTTOM) ,J Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I � V .J ❑ � SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W! (2) W �,.. - jr FLOORING FOR STRAP TOENAILS BOTTOM TOENAILS SHEATHING TO 16d TOE NAIL EA. ..� �(O 2x CONT, BRACE& 10d O F- 2 F- 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C.. . FLOOR SHEATHING 11 W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6° � O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I — ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO W/ (2) Y4"0" SDS DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS I SCREWS EQUALLY t� STRAP (1 EA. SIDE OF SPACED & CENTERED -STRUCT: DJ STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS QC CHECK: AML TO TRUSS W/ (3) Y4' x 3" L -BRACE @ 6'-0" O.C. & _ _ - FLOOR BEAM CONDITION SDS WOOD SCREWS @ANY OPENING JOB No. TM - 2171072 FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 06/23/17 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STO1 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STO3 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'4" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 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.